2016 CMP MONITORING AND CONFORMANCE...

2016 CMP MONITORING AND CONFORMANCE REPORT

LISTOFTABLES

TABLE1.1|LevelofService(LOS)Standards 8

TABLE2.1|CommercialandIndustrialJobDensities(JOBSPER1,000SQ.FT.) 10

TABLE2.2|ApprovedResidentialUnits,2009‐2014 12

TABLE2.3|JobChangeEstimatesBasedonCommercial/IndustrialApprovals,2009‐2014 13

TABLE2.4|LandUseApprovalsNearCores,CorridorsandStationAreas,2009‐2014 14

TABLE3.1|LevelofServiceThresholdsforSignalizedIntersections 20

TABLE3.2|IntersectionsNotAnalyzedThisYear 20

TABLE3.3|PeakPeriodDataCollectionbyVTAMemberAgency 21

TABLE3.4|TRAFFIX™ImplementationAnalysis 22

TABLE3.5|LOSExemptIntersectionsatLOSF 24

TABLE3.6|DeficientIntersections 24

TABLE3.7|IntersectionsOperatingatLOSEin2012&2014 24

TABLE3.8|IntersectionsOperatingatLOSEin2014andDorbetterin2012 25

TABLE3.9|IntersectionsImprovingFromLOSFOperationsin2016 25

TABLE3.10|IntersectionLOS,1991–2014 27

TABLE4.1|FreewayLevelofServiceDefinitions 41

TABLE4.2|AerialPhotographyDataCollectionSchedule 42

TABLE4.3|ExemptMixed‐FlowSegmentsOperatingatLOSFin2014 43

TABLE4.4|Non‐ExemptMixed‐FlowSegmentsOperatingatLOSFin2014 44

TABLE4.5|HOVSegmentsatLOSF–AMPeakPeriod 57

TABLE4.6|HOVSegmentsatLOSF–PMPeakPeriod 58

TABLE4.7|2014FreewayLOS–AMPeakPeriod 60

TABLE4.8|2014FreewayLOS–PMPeakPeriod 71

TABLE5.1|RuralHighwayCountLocations 90

TABLE5.2|RuralHighwayLevelofServiceDefinitions(ClassI) 91

TABLE5.3|RuralHighwayAssumptions 92

TABLE5.4|RuralHighwaysLevelofService 95

TABLE6.1|ExpresswayTravelSpeeds,TravelTimes,andStops,2007‐2014 102

TABLE7.1|BicycleCountsatTwentyIntersections 103

TABLE7.2|PedestrianCountsatTwentyIntersections 104

LISTOFFIGURESFigure2.1|ApprovedLandUseChanges,2010‐2014 11

Figure2.2|ApprovedResidentialUnitsNearVTA’SCores,CorridorsandStationAreas(2014NetChange) 15

Figure2.3|JobChangeEstimatesNearVTA’sCores,Corridors,andStationAreas(2014NetChange) 16

Figure2.4|ResidentialApprovalsNearVTA’sCores,Corridors,andStationAreas(2010‐2014) 17

Figure2.5|JobChangeEstimatesNearVTA’sCores,Corridors,andStationAreas(2010‐2014) 18

Figure3.1|NumberofIntersectionsateachLOS,2006‐2014 23

Figure4.1|SpeedDensityCurve 42

Figure4.2|2014FreewayMixed‐FlowLaneMileOperation 48

Figure4.3|MixedFlowLaneMilesatEachLOS,2010‐2014(AMPeak) 49

Figure4.4|MixedFlowLaneMilesatEachLOS,2010‐2014(PMPeak) 49

Figure4.5|MixedFlowLevelofServiceintheAMPeakPeriod 50

Figure4.6|MixedFlowLevelofServiceinthePMPeakPeriod 51

Figure4.7|2014FreewayHOVLaneMileOperation 52

Figure4.8|HOVLaneMilesatEachLOS,2009‐2014(AMPeak) 53

Figure4.9|HOVLaneMilesatEachLOS,2009‐2014(PMPeak) 53

Figure4.10|HOVLevelofServiceintheAMPeakPeriod 55

Figure4.11|HOVLevelofServiceinthePMPeakPeriod 56

Figure4.12|AMPeakHourGatewayInflows,2001‐2014 85

Figure4.13|AMPeakHourGatewayOutflows,2001‐2014 86

Figure4.14|PMPeakHourGatewayInflows,1997‐2014 87

Figure4.15|PMPeakHourGatewayOutflows,1997‐2014 88

Figure4.16|2014AMGatewayInflowvs.Outflow 89

Figure4.17|2014PMGatewayInflowvs.Outflow 89

Figure6.1|AlmadenExpresswayTravelTimes(Minutes),2004‐2014 97

Figure6.2|CapitolExpresswayTravelTimes(Minutes),2004‐2014 97

Figure6.3|CentralExpresswayTravelTimes(Minutes),2004‐2014 98

Figure6.4|FoothillExpresswayTravelTimes(Minutes),2004‐2014 99

Figure6.5| LawrenceExpresswayTravelTimes(Minutes),2004‐2014 99

Figure6.6|MontagueExpresswayTravelTimes(Minutes),2004‐2014 100

Figure6.7|PageMill/OregonExpresswayTravelTimes(Minutes),2004‐2014 101

Figure6.8|SanTomasExpresswayTravelTimes(Minutes),2004‐2014 101

Figure7.1|LineChartofAM,Midday,andPMBicycleCountsatTwentyIntersections 105

Figure7.2|LineChartofAM,Midday,andPMPedestrianCountsatTwentyIntersections 105

Figure7.3|BicycleCountsatCMPIntersectionsduring2‐hourPeakAfternoonTime 107

Figure7.4|PedestrianCountsatCMPIntersectionsduring2‐hourPeakAfternoonTime 108

SantaClaraValleyTransportationAuthority 5 2016MonitoringandConformanceReport

Executive Summary

Introduction StateStatute65089requiresCongestionManagementAgencies(CMAs)toconductanalysisofallCongestionManagementProgram(CMP)roadwayseverytwoyearstoensureMemberAgencies–thecities,townsandcounty–aredevelopinginamannerconsistentwiththeCMPlevelofservicestandardofLOSE.AstheresponsibleCMAforSantaClaraCounty,theValleyTransportationAuthority(VTA)undertakesthisanalysisonanannualbasis.VTApreparestheannualMonitoringandConformanceReportwhichdocumentstheCMPconformancefindings.

Thescopeofdatacollectionisreducedeveryotheryearduringodd‐numberedyearstominimizethecostsofanalyzingtheCMPnetworkannually.Duringthe“off‐years,”thereducedscopeofworkincludesonlylanduseandfreewaylevelofservicedata,andDeficiencyPlanStatusReports.AllotherCMPelementsarecollectedbienniallyaspartofthefullscope.

The2016MonitoringandConformanceReportfeaturethefullscopeofdatacollectionandanalysisofeachCMPelement.Thefollowingsummarizestheresultsofthe2014MonitoringProgram.

Land Use VTA’sMemberAgencies,thecities,townsandCountyofSantaClara,submitlandusedatatoVTAintheformofresidentialandcommercial/industrialprojectapprovalsforthepriorfiscalyear.Thedatareflectschangesinresidentialdwellingunitsforapprovalsaswellasestimatechangesincommercial/industrialjobapprovals.Jobchangeestimatesaredeterminedbyapplyingjobdensityvaluestosquarefootageandlandusetypeofcommercial/industrialprojectsinordertoestimatehowmanyjobsarelikelycreatedorlostasaresultofthelanduseapproval.

In2016,9,630dwellingunitswereapproved,anincreaseof83percentfrom2015.Theestimatednumberofjobscreatedbycommercialandindustrialapprovalstotaled24,247,aslightdecreasecomparedto2015.

Freeway Aerialphotographyisusedtocollecttrafficdatatodocumentcongestiononall313directionalmilesofSantaClaraCounty’sfreewaysystem.Thephotographsareanalyzedtodeterminethepeakperiodofvehicledensitywhichisusedtodeterminelevelofservice.Mixed‐flowlanesaretreatedasseparatefacilitiesfromHOVlanesandtheirlevelsofservicearecalculatedseparately.

ES


In2016,therewere93AMfreewaysegments(95directionalmiles)and77PMfreewaysegments(70directionalmiles)thatoperatedatLOSF.Thesenumbersareidentifiedasacontinuinggrowthtrendinfreewaytraffic.

SegmentsthatoperatedatLOSFwhenmonitoringbeganin1991areexemptfromCMPlevelofservicestandards.OfthefreewaysegmentsoperatingatLOSF,24AMand27PMfreewaysegmentsareconsidereddeficientdueto1991baselineexemption.MemberAgencieswithnon‐conformingfacilitieswithintheirjurisdictionareencouragedtoimplementstrategieslistedintheImmediateImplementationActionListfoundinVTA’sRequirementsforLocalDeficiencyPlans.

CMP Intersections VTAcollectedintersectionlevelofservicedataandconductedLOSanalysesforallCMPintersectionsexceptforCityofCampbellwhoperformedtheirownLOSanalysis.Thisyear,sixofthe252intersectionsoperatedatLOSF.PageMill/OregonExpresswayatFoothillExpressway,SanTomasExpresswayatCampbellAvenue,CapitolExpresswayatAbornRoad,MontagueExpresswayatMainStreet/OldOaklandRoad,MontagueExpresswayatMcCarthyBlvd/O’TooleAvenue,Highway17Southbound/SanTomasExpresswayareexemptfrommeetingthelevelofservicerequirementsdueto1991baselineexemption.DeLaCruzandCentralExpresswayisadeficientintersectionbuthasbeenoperatingatLOSFsince1996.

Rural Highways VTArecorded24‐hourcountsat12ruralhighwaylocationsinSantaClaraCounty.AllcountlocationsoperatedatorabovetheCMPstandardofLOSE.Segmentsincreasingtrafficvolumeby10%ormoreinclude(#1)StateRoute35northofStateRoute9,(#2)StateRoute35southofStateRoute9,(#3)StateRoute9westofSanbornRoad,(#5)Saratoga‐SunnyvaleRoadnorthofBigBasinWay,(#6)HamiltonRoadeastofClaytonRoad,(#10)StateRoute152eastofStateRoute156,and(#12)StateRoute9eastofStateRoute35,while(#11)StateRoute152eastofSR156haddecreasingtrafficvolumesbymorethan10%.

Expressways SantaClaraCountyRoadsandAirportsDepartmentstafflastyearinstalledBluetooth(BT)readersatselectedintersectionsthroughoutalleightCountyexpresswaystocollecttraveltimesaspartofthePredictiveSignalTimingCoordinationProject.TheBTinstallationenablesCountytoobtaincontinuoustraveltimedataona24/7basiswheretraveltimeinformationcanbeextractedforamomentintime,oranaverageforaperiodoftimes.Unfortunatelywithlimitedgrantfunds,CountywasnotabletoinstallBTunitsatallexpresswaysignalizedintersectionsnorwasabletocoverthewholelengthofallcorridors;therefore,revised


segmentlimitsareshowntoreflect2016studysegments.Chapter6providesmoredetailedinformationoneachexpressway.

Bicycle and Pedestrian Bicycleandpedestriansingle‐daycountsarecollectedeachyearat20newlocationstobetterhighlighttheusageofbicyclistsandpedestriansintheSantaClaraCounty.

Deficiency Plans TheCMPlegislationrequiresMemberAgenciestoprepareDeficiencyPlanswhenCMPfacilitieslocatedwithintheirjurisdictionexceedtheCMPtrafficLOSstandard,orwhenaproject’sTransportationImpactAnalysisindicatesthattheLOSstandardisexpectedtobeexceeded.DeficiencyPlansidentifyoffsettingmeasurestomitigatetransportationconditionsontheCMPsysteminlieuofmakingphysicaltrafficcapacityimprovementssuchaswideninganintersectionorroadway.

CitiesofSanJoseandSunnyvalearetwoMemberAgencieswithadoptedDeficiencyPlans.BothcitiessubmittedDeficiencyPlanImplementationStatusReports,whichprovidedasummaryofthecity’sprogressontheimplementationoftheactionsintheirDeficiencyPlans.VTAstaffreviewedthesereportsandfoundSunnyvaleandSanJoseinconformancewiththisrequirement.

Conformance Findings The2016MonitoringandConformanceReportfindallMemberAgenciesincompliancewiththeCMPmonitoringrequirements.


INTRODUCTION

Introduction CaliforniaStateGovernmentCode65089mandatesthecreationofaCongestionManagementProgram(CMP)foreachcountytomanagetheeffectsoftransportationandlanduse.ItrequiresthatallelementsoftheCMPbemonitoredatleastbienniallybythedesignatedCongestionManagementAgency(CMA)todetermineifthecountyandcitygovernments,knowncollectivelyasMemberAgencies,areconformingtothelevelofservicestandardsetbytheCMA.

TheSantaClaraValleyTransportationAuthority(VTA)isthedesignatedCMAforSantaClaraCountyandischargedwithmonitoringtheCMPnetwork.VTAexceedsthestaterequirementbycollectingdataeachyearandproducinganannualMonitoringandConformanceReport.

Thehighcostofdatacollectioneachyearhasresultedinreducedmonitoringscopeinthe“off‐years”orodd‐numberedyearswhilestillmeetingtherequirementsoftheCMPstatute.The2014reportcoversthefull‐scopeyearandincludesallCMPelementsformonitoring.

Level of Service TrafficcongestionismonitoredontheCMProadwaynetworkwhichiscomprisedoffreeways,statehighways,expresswaysandprincipalarterials.Congestionismonitoredintermsoflevelofservice(LOS),aslidingscalefromAthroughFwhereLOSArepresentsbesttrafficflowandLOSFrepresentssignificanttrafficdelay.SantaClaraCounty’sLOSstandardisLOSE.Table1.1providesadescriptionofLOSstandards.

TABLE 1.1 | LEVEL OF SERVICE (LOS) STANDARDS

Level of Service Description

A | B | C Traffic can move relatively freely without significant delay

D Delay become more noticeable

E Traffic volumes are at or close to capacity, resulting in significant delays and average speeds that are no more than about one‐third the uncongested speed

F Traffic demand exceeds available capacity. Very slow speeds (stop‐and‐go), long delays (over one minute) and standing queues at signalized intersections.

Conformance Standard TocomplywiththeCMPstandard,MemberAgenciesmustdemonstratethatallCMProadways(excludingfreeways)withintheirjurisdictionsareoperatingatorabovetheCMPtrafficlevelofservicestandardofLOSE.MemberAgenciesthatdonotmaintaintheCMPLOSstandardrisk

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havingtheirProposition111(1991)gastaxsubventionwithheld.IftheLOSstandardcannotbemet,adeficiencyplanmustbeapprovedbyVTA.FreewaysegmentsandCMPintersectionsthatoperatedatLOSFwhenmonitoringbeganin1991areexemptfrommeetingtheLOSEstandard.FreewayLOSthresholdsaretakenfromtheHighwayCapacityManualwiththeexceptionofD/EandE/FthresholdswhichareselectedbyVTAforSantaClaraCountyconditions.


LAND USE

Introduction CaliforniaStateCMAlegislationrequiresCongestionManagementAgenciestomonitorlandusechangeswithinitsjurisdiction.Eachyear,VTAmonitorslandusechangeswithinSantaClaraCountybyrequestinglandusedatafromMemberAgenciesintermsofresidentialandcommercial/industrialprojectsthathavebeenapproved.

Methodology VTAcollectslandusedatafromMemberAgencieseachyeartotrackdecisionsjurisdictionsaremakingaboutlanduse.MemberAgenciessubmitlandusedataforthepriorfiscalyearintheformofchangesindwellingunitsforresidentialapprovalsandchangesinsquarefootageforcommercialandindustrialapprovals.Thisdataislimitedtotrackingapprovalsonlyifthoseapprovalsdonotresultinconstructionduringthereportingyearoratall.

Forcommercialandindustrialapprovals,changesinsquarefootageareusedtoestimatethenumberofjobscreatedorlost.Jobsareestimatedbyapplyingajobdensityvalue(measuredinjobsper1,000sq.ft.)tothesizeofthesite.Jobdensityvaluesvarydependingonthespecificlandusetype.Theappropriatejobdensityismultipliedbythesquarefootageofeachsitetodeterminethenumberofestimatedjobs.Table2.1showsthejobdensityvaluespertypeoflanduse.

TABLE 2.1 | COMMERCIAL AND INDUSTRIAL JOB DENSITIES (JOBS PER 1,000 SQ. FT.)

Density Land Use 3.4 Office/Educational/Institutional/Hospital3.1 Transportation2.5 R&DOffice2.0 Hotel/Motel1.75 Retail/Manufacturing0.75 Non‐Manufacturing0 Park/Recreation/Agriculture/Cemetery/UrbanReserve

ThefocusofVTA’slanduseanalysisisdevelopmentapprovalsthatprovidethecapacitytoaccommodatepopulationandemploymentgrowth.Thedataisnotareflectioninactualchangesinresidentsorjobcreation.Rather,itisameasureofthetrendinallocationoflandfordifferentpurposes.Inadditiontotheanalysesincludedinthisreport,thedatacanbeusedtounderstandthecurrentandprojecteddemandinhousingandemployment.TobetterunderstandtheemploymentdataitishelpfultounderstandlimitationsthataffectthedataqualitybutarebeyondthecontrolofVTAandtheMemberAgencies:

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Itisassumedcommercialandindustrialsiteswerefullyoccupiedforemploymentuses Itisassumedthatalljobsthatcanbeaccommodatedontheexistingsitearelostwhena

commercial or industrial site is converted to a different type of land use. Under thismethodology, commercial/industrial sites thatare eitherunderutilizedorunoccupiedassume a full reduction in employment even if few or any jobs are actually lost. Tocompensateforthis,VTArequestsMemberAgenciesto indicate intheir landusedatasubmittalwhether jobswere lostduring conversions to adifferentuse. Sincenot allMember Agencies provided this data, ourmethodology assumes full employment forcommercial/industrial conversions, which may negatively impact the job changeestimatefor2016.

Despitetheselimitations,theanalysisprovidesvaluableinformationtoillustratethetrendoflandusedevelopmentandwherehousingandemploymentgrowthislikelytooccur,andwhereMemberAgenciesareactuallytargetinggrowth.

Land Use Analysis AsshowninTable2.2,MemberAgenciesapproved9,630residentialunitsin2016,an83%increasefromthepreviousyearwhen5,918unitswereapproved.Notably,theCityofSanJoseandSantaClarasawalargeincreasesinapprovalsfrom2015to2016.SantaClaraandSunnyvalecontinuedtoseeapprovalsofseverallargemixed‐usedevelopmentsandapprovedthegreatestnumberofunitsoverallin2016.Mostnotably,SanJoseandSantaClarahavebothapprovedresidentialdevelopmentswithurbanvillagesandCityPlace,respectively.

4,334

7,053

4,012

12,670

7,377

28,644

5,918

25,136

9,630

24,247

0

5,000

10,000

15,000

20,000

25,000

30,000

35,000

Dwelling Units Approved Estimated Jobs Approved

2012 2013 2014 2015 2016

Figure 2.1 Approved Land Use Changes, 2012-2016


TABLE 2.2 | APPROVED RESIDENTIAL UNITS, 2011‐2016

AsshowninTable2.3,commercialandindustrialapprovalsin2016resultedinanestimatedtotalof24,247.Comparedtothepreviousyear,jobchangeestimateshavedecreasedslightlywhen25,136jobswereestimatedin2015.Sunnyvale,SanJose,PaloAltoandMountainViewsawalargeincreaseinavailablecommerciallandin2016duetomixed‐useapprovalsonformerindustrialsitesneardowntownSanJoseandmajorredevelopmentprojectsinMountainView.PaloAltoapprovedalmostthesameamountofdevelopmentastheydidlastyear.

Member Agency 2011 2012 2013 2014 2015 2016 Campbell 27 195 12 21 273 23Cupertino 1 0 ‐30 15 15 788Gilroy 35 101 278 350 646 810Los Altos 69 204 20 0 4 4Los Altos Hills 5 1 7 0 3 20Los Gatos 31 116 20 23 53 6Milpitas 2,531 2,243 793 466 857 0Monte Sereno 0 0 0 0 0 0Morgan Hill 96 268 544 103 241 372Mountain View 273 298 537 399 1,051 277Palo Alto 47 1 2 311 18 38San Jose 2,496 536 729 3,182 2,112 4,127Santa Clara 102 48 140 1,363 572 2,512Santa Clara County 0 0 369 0 0 0Saratoga 0 2 8 0 0 0Sunnyvale 315 321 583 1,144 73 653Total 6,028 4,334 4,012 7,325 5,918 9,630


TABLE 2.3 | JOB CHANGE ESTIMATES BASED ON COMMERCIAL/INDUSTRIAL APPROVALS, 2011‐2016

Proximity to Cores, Corridors, and Station Areas In2003,VTAinpartnershipwithMemberAgenciesdevelopedtheCommunityDesign&Transportation(CDT)programtocraftbestpracticesforlanduseandtransportation.TheCDTprogramestablishedaframeworkofCores,CorridorsandStationAreasaspriorityareasidentifiedbyVTAandMemberAgenciesfortargetingfuturegrowthandtransportationinvestments.Theseareasaremostlikelytobenefitfromconcentrateddevelopmentduetoitslocationnearmajortransitcorridors.

SpatialanalysiswasconductedonthelandusedatasubmittedbyMemberAgenciestodeterminetheproximityofapproveddevelopmentstotheCores,CorridorsandStationAreas.Proximityisdefinedasa1/3milewithinmajortransitstationsand¼milebufferfromthecores,andfutureBusRapidTransit(BRT)corridors.Thepurposeofthespatialanalysisistoillustratewherehousingandemploymentgrowthislikelytooccurandtrendovertime.

AsshowninTable2.4,therewere9,630totalresidentialunitsapprovedin2016.Ofthese,3,667residentialapprovals,or50percentwerelocatedwithintheCores,CorridorsandStationAreas.Thisisaslightincreasefrom2013when49percentofthepotentialgrowthinhousingwasplannednearthetargetedareasfordevelopment.

Ofthe24,247estimatedincreasedjobsduetocommercial/industrialdevelopment,9,929jobsor41percentwerelocatedwithintheCores,CorridorsandStationAreas.Thisisanincreasefrom2015when22percentofthecommercial/industrialapprovalswerewithintheCores,

Member Agency 2011 2012 2013 2014 2015 2016Campbell ‐179 ‐140 0 9 ‐120 6Cupertino ‐3 432 277 700 21 144Gilroy 56 0 39 639 10 250LosAltos ‐40 50 211 0 19 1LosAltosHills 0 0 0 0 0 0LosGatos 264 70 555 23 12 2Milpitas 706 ‐1,176 ‐399 0 0 0MonteSereno 0 0 0 0 0 0MorganHill 10 0 57 0 968 170MountainView 598 798 1,151 2,304 1,698 3,017PaloAlto 4,584 585 924 ‐993 1,840 1,809SanJose 853 1,247 4,211 7,913 3,510 6,215SantaClara 460 2,583 3,407 13,700 14,425 5,733SantaClaraCounty 693 80 1,071 318 1,302 0Saratoga 0 0 0 0 0 0Sunnyvale 635 2,524 1,179 4,031 1,631 6,900Total 8,636 7,053 12,683 31,047 25,136 24,247


CorridorsandStationAreas.However,itisworthnotingthattherewasanoveralldecreaseintotalestimatedjobsin2015.

TABLE 2.4 | LAND USE APPROVALS NEAR CORES, CORRIDORS AND STATION AREAS, 2009‐2014

2016 2015 2014 2013

ResidentialUnitApprovalswithinCCSAs 3,586 2,755 2,855 1,982

TotalUnits 9,630 5,918 7,325 4,012

%nearCCSAs 37% 47% 66% 49%

JobChangeEstimateswithinCCSAs 9,929 5,442 2,610 6,966

TotalEstimatedJobs 24,247 25,136 28,644 12,683

%nearCCSAs 41% 22% 37% 55%


FIGURE 2.2 | APPROVED RESIDENTIAL UNITS NEAR VTA’S CORES, CORRIDORS AND STATION AREAS (2014 NET CHANGE)


FIGURE 2.3 | APPROVED RESIDENTIAL UNITS NEAR VTA’S CORES, CORRIDORS AND STATION AREAS (2014 NET CHANGE)


FIGURE 2.4 | JOB CHANGE ESTIMATES NEAR VTA’S CORES, CORRIDORS AND STATION AREAS (2014 NET CHANGE)


FIGURE 2.5 | JOB CHANGE ESTIMATES NEAR VTA’S CORES, CORRIDORS AND STATION AREAS (2014 NET CHANGE)


CMP INTERSECTIONS

Introduction TheCMParterialsystemencompassesthecounty’smajorarterials.VTAmonitors252majorintersectionsinSantaClaraCountyfortrafficlevel‐of‐service(LOS).CMPintersectionLOSdataiscollectedandevaluatedeverytwoyears.Intersectioncountswerelastcollectedin2012.

CMPintersectionswhichoperatedatLOSFsincelevelofservicebeganin1991areexemptfrommeetingthelevelofservicestandardofLOSE.AllotherintersectionsthatdegradetoLOSFsince1991areconsiderednon‐conforming.Non‐conformingintersectionsplacetheresponsiblejurisdictionsatriskforlosingtheirgastaxsubventionsunderProposition111(1991).

Methodology ThemethodologyusedtodeterminethelevelofserviceforeachintersectionisconsistentwiththethresholdsoutlinedinVTA’sTrafficLevelofServiceGuidelines,whicharebasedonaveragecontrolperdelayperthe2000HighwayCapacityManual.TheaveragecontroldelaythresholdswiththeircorrespondingLOSgradesforCMPsignalizedintersectionsarepresentedinTable3.1.

Data Collection Similartothe2012study,allintersectionturnmovementcountswerecollectedbyKittelson&Associates(KAI)byusingthedatacollectionsubconsultants,WiltecandQualityCounts.Additionally,allintersections,exceptthosewithintheCityofCampbellandtheCityofCupertino,wereanalyzedbyKAI.TheCitiesofCampbellandCupertinohaveoptedtoperformtheirownanalysisofintersectionLOSfortheirrespectiveintersectionsbasedonintersectionturnmovementcountssuppliedbyKAI.

ThedatacollectedforthisanalysisincludedPMpeakperiodvehicle,pedestrian,andbicyclecountsat242ofthe252intersectionsthatarepartoftheCMPnetwork.Theten(10)intersectionsshowninTable3.2werenotanalyzedduetoongoingconstructionin2016.

TheaveragecontroldelaythresholdswithplusandminusLOSgradesforCMPsignalizedintersectionsarepresentedinTable3.1.Thethresholdsinthistablestill‘nest’withintheHCMstandards,withtheadditionoftheplusandminusgrades.Forexample,theLOSB+toB‐rangeisthesameastheLOSBrangeintheHCM.

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TABLE 3.1 ‐ LEVEL OF SERVICE THRESHOLDS FOR SIGNALIZED INTERSECTIONS

Level of Service

Average Control Delay

(seconds/vehicle) Description

A ≤10Progressionisextremelyfavorable,andmostvehiclesarriveduringthegreenphase.Mostvehiclesdonotstopatall.

B+ 10<delay≤12Goodprogressionand/orshortcyclelengths.MorevehiclesstopthanforLOSA,causinghigheraveragedelays.B 12<delay≤18

B‐ 18<delay≤20

C+ 20<delay≤23Higherdelaysmayresultfromfairprogressionand/orlongercyclelengths.Individualcyclefailuresmaybegintoappearinthislevel.Thenumberofvehiclesstoppingissignificantatthislevel,althoughmanystillpassthroughtheintersectionwithoutstopping.

C 23<delay≤32

C‐ 32<delay≤35

D+ 35<delay≤39 Theinfluenceofcongestionbecomesmorenoticeable.Longerdelaysmayresultfromsomecombinationofunfavorableprogression,longcyclelengths,orhighvolume‐to‐capacity(V/C)ratios.Manyvehiclesstop,andtheproportionofvehiclesnotstoppingdeclines.Individualcyclefailuresarenoticeable.

D 39<delay≤51

D‐ 51<delay≤55

E+ 55<delay≤60Thisisconsideredtobethelimitofcapacity.Thesehighdelayvaluesgenerallyindicatepoorprogression,longcyclelengths,andhighV/Cratios.Individualcyclefailuresarefrequentoccurrences.

E 60<delay≤75

E‐ 75<delay≤80

F >80

Thisisconsideredtobeunacceptabletomostdrivers.Thisconditionoccurswithover‐saturation(i.e.,whenarrivalflowratesexceedthecapacityoftheintersection).Poorprogressionandlongcyclelengthsmayalsobemajorcontributingcausestosuchdelaylevels.

TABLE 3.2 – INTERSECTIONS NOT ANALYZED THIS YEAR

ID CMP System Roadway Cross-Street Location Jurisdiction

1211 StevensCreekBlvd. LawrenceExpwy.(Eside) SantaClara SantaClara

1413 MathildaAvenue MaudeAv. Sunnyvale Sunnyvale

3013 Hwy87 Julian(East) SanJose SanJose

3014 Hwy87 Julian(West) SanJose SanJose

3042 Hwy680 AlumRock(East) SanJose State

3043 Hwy680 AlumRock(West) SanJose State

3062 AlumRockAvenue(Rte.130) CapitolAv. SanJose State

3063 AlumRockAvenue(Rte.130) JacksonAv. SanJose State



5803 MontagueExp. CapitolAv. Milpitas SCCounty

5804 MontagueExp. MilpitasBlvd. Milpitas SCCounty

TABLE 3.3 ‐ PEAK PERIOD DATA COLLECTION BY VTA MEMBER AGENCY

Agency Peak Period Number of Intersections

CityofCampbell 4:30‐6:30pm 5

CityofCupertino 4:30‐6:30pm 14

CityofGilroy 4:00‐6:00pm 1

CityofLosGatos 4:00‐6:00pm 3

CityofMilpitas 4:00‐6:00pm 2

CityofMountainView 4:30‐6:30pm 6

CityofPaloAlto 4:00‐6:00pm 8

CityofSanJose 4:00‐6:00pm 117

CityofSantaClara 4:00‐6:00pm 15

SantaClaraCounty 4:30‐6:30pm 72

CityofSaratoga 4:00‐6:00pm 1

CityofSunnyvale 4:30‐6:30pm 8

Data Collection Quality Assurance Manualcountsforeachturnmovementwereperformedinavideoreductioncenterwherecountersreviewvideoofeachintersection.Itwasdeterminedthattheuseofvideodataoffersacost‐effectiveandaccurateapproachtodatacollectionasitallowscounterstocollectcountsinacontrolledsetting,andreturntothevideotoverifynumbersandperformre‐countsasnecessarywithouthavingtoreturntothefield.Thecountscollectedwerethenreviewedforaspectsofqualitycontrolwhichinclude,butarenotlimitedtoaccuracyoflaneconfigurations,consistentcountvolumesbetweenadjacentintersections,accuracyofcountdetails(times,dates,etc),anddataintegrity.Mostsitesarethensubjectedtotestcounts,whichconsistofrecounting15‐minutesegmentsofalocationtoverifyaccuracy.

WhenthedatawassubmittedtoKittelson&Associates,additionalcheckswereperformedwhichincluded:

Comparisonofthe2016countsforeachofthe242CMPintersectionscollectedin2016withcountsfromthe2008,2010,2012,and2014monitoringreports.

Ifthe2016approachvolumeswerewithin10%ofeitherthe2008,2010,2012,or2016counts,orthe2016approachvolumefellbetween2008and2014counts,nofurtheractionwastaken.

Countsthatdidnotmeetthesecriteriaweresentbacktothedatacollectionsubconsultantforreviewofthevideofilestoverifythatthecountwasaccurate.


Thefinalerror‐checkingwascompletedwhencomparingtheLOSbetween2014and2016.All changes in LOS, especially in the LOS D, E, and F range, were investigated. Theseinvestigationslookedatintersectiongeometry,counts,andsignaltimingtoverifythecauseofthechangeandtoidentifyifthereweresignificantissues.

Level of Service Analysis Inpreviousyears,VTAmemberagencieswereresponsibleforinputtingalldataintoaTRAFFIX™databaseandrunningtheLOSanalysisinTRAFFIX™.Thisinformationwasthenforwardedtothechosenconsultanttoconsolidatethedataintoonemasterfile.Since2012,memberagencieshavetheoptiontohaveKAIperformtheanalysisonintersectionslocatedwithintheirjurisdiction.Agenciesselectingthisoptionwereaskedtoprovideanysignaltimingupdatestheywantedtoincludesincethe2014monitoringcycle,whiletherestofthedatainputandanalysiswasperformedbyKAI.TableTABLE 3.4presentsalistofmemberagencies,thepartyresponsiblefortheintersectionanalysis,andwhethersignaltimingupdateswereprovidedtoKAIforthe2016MonitoringStudy.

TABLE 3.4 ‐ TRAFFIX™ IMPLEMENTATION ANALYSIS

Member Agency Number of Intersections

Int. Analysis Performed by:

Signal Timing Changes from 2014

CityofCampbell 5 Campbell N/A

CityofCupertino 14 KAI Yes

CityofGilroy 1 KAI No

CityofLosGatos 3 KAI No

CityofMilpitas 2 KAI No

CityofMountainView 6 KAI No

CityofPaloAlto 8 KAI No

CityofSanJose 117 KAI Yes

CityofSantaClara 15 KAI Yes

SantaClaraCounty 72 KAI Yes

CityofSaratoga 1 KAI No

CityofSunnyvale 8 KAI Yes

LOS Analysis Quality Assurance AqualityassuranceprocesswasemployedtochecktheaccuracyandreasonablenessoftheintersectionLOSevaluationsconductedforthe2016MonitoringProgram.ThefirststepinthisprocesswastocheckthatallintersectioncountshadbeenenteredintotheTRAFFIX™filecorrectly.ThiswasdonebycomparingtheTRAFFIX™volumeoutputfiletoanexcelspreadsheetthatcontainedallthecountscollectedforthismonitoringcycle.

Onceallofthemonitoredintersections’volumeswerechecked,a‘triage’approachwasusedtoidentifyintersectionsrequiringmoredetailedreview,usingthefollowingcriteria:


IntersectionsatLOSFin2016thatwereatLOSEorbetterin2014. IntersectionsatLOSEin2016thatwereatLOSFin2014. Intersectionsthatjumpedtwolevelsofservice,eitherupordown,between2014and2016. Otherintersectionsidentifiedbylocalagencystafffamiliarwithlocalconditionswherethe

computedLOSdoesnotmatchprevailingfieldconditions.Identifiedtriageintersectionswerethenreviewedtodeterminewhethertheresultant2016levelsofservicewerereasonable.

Overall Intersection Operations Since2004,theVTAmonitoringprogramhasbeenusingtheLOSmethodologydescribedinthe2000HighwayCapacityManual(HCM).Figure3.1presentsagraphicalviewofthenumberofintersectionsexperiencingthevariousLOSvaluesoverthelastfivemonitoringcycles.

Table3.10showshowLOShasvariedsincethefirstmonitoringcyclein1991.Inthetable,the“Location”columnistheagencyresponsibleformaintainingtheLOSstandard,whereasthe“Jurisdiction”columnistheagencythatoperatestheintersection;occasionally,theseagenciesarenotthesame.ThePMpeakhourTRAFFIX™LOSanalysiscalculationsforeachintersectionareavailableinanelectronicTRAFFIX™fileformatthatwillbesubmittedwiththisreport.

LOS-exempt Intersections at LOS F Table3.5liststheintersectionsthatoperatedatLOSFin2016,butareexemptfromtheCMPLOSstandard.IntersectionsaredefinedasexemptiftheyoperatedatLOSFunderthe1991baselineconditions.TheseintersectionshavegenerallyfluctuatedbetweenLOSEandLOSFsince1991.Highway17SouthboundandSanTomasExpresswayisbackatLOSFforthefirsttimesince

Figure 3.1 Number of Intersections at each LOS, 2008-2016


2000.Thischangeisaresultinvehicledemandsincegeometryandsignaltimingremainedunchangedfrom2016.

TABLE 3.5 | LOS EXEMPT INTERSECTIONS AT LOS F

ID CMP System Roadway Cross-Street Location Jurisdiction5205 PageMill/OregonExp. FoothillExp. PaloAlto SCCounty

5430 SanTomasExp. CampbellAv. Campbell SCCounty

5432 Hwy17(SB) SanTomasExpwy./CamdenAv. Campbell SCCounty

5724 CapitolExp. AbornRd. SanJose SCCounty

5809 MontagueExp. McCarthyBlvd./O’TooleAv. Milpitas SCCounty

Deficient Intersections TheCentralExpressway&DeLaCruzBoulevardintersection(Table3.6)wasfoundtocontinuetooperateatLOSFin2014asithasoperatedsince1996.Thisintersectionisnon‐exemptsinceitoperatedatLOSEin1991.

TABLE 3.6 | DEFICIENT INTERSECTIONS


5335 CentralExpressway DelaCruzBlvd. SantaClara SCCounty

In2016,twenty‐six(26)intersectionswereoperatingatLOSE.Twenty‐three(23)oftheseintersectionswerealsoatLOSEin2014andareshowninTable3.7.Three(3)intersectionsoperatedatLOSDorbetterin2014andarenowatLOSE(Table 3.8).AllthreeoftheselocationshavefluctuatedbetweenLOSEandLOSDwithallthreeatLOSEin2012.

TABLE 3.7 | INTERSECTIONS OPERATING AT LOS E IN 2012 & 2014

ID CMP System Roadway Cross-Street Location Jurisdiction701 CalaverasBlvd.(Rte.237) AbelSt. Milpitas Milpitas5012 S.BascomAv. MoorparkAv. SanJose SCCounty5108 PageMill/OregonExp. MiddlefieldRd. PaloAlto SCCounty5220 FoothillExp. MagdalenaAv./SpringerRd. LosAltos SCCounty5305 CentralExp. RengstorffAv. MountainView SCCounty5320 CentralExp. MaryAv. Sunnyvale SCCounty5329 CentralExp. BowersAv. SantaClara SCCounty5332 CentralExp. ScottBlvd. SantaClara SCCounty5334 CentralExp. LafayetteSt. SantaClara SCCounty5405 SanTomasExp. StevensCreekBlvd. SantaClara SCCounty5416 SanTomasExp. ElCaminoReal(Rte82) SantaClara SCCounty5419 SanTomasExp. HomesteadRd. SantaClara SCCounty5422 SanTomasExp. SaratogaAv. SantaClara SCCounty5429 SanTomasExp. HamiltonAv. Campbell SCCounty


ID CMP System Roadway Cross-Street Location Jurisdiction5611 LawrenceExp. ArquesAv. Sunnyvale SCCounty5613 LawrenceExp. ReedAv. Sunnyvale SCCounty5625 LawrenceExp. HomesteadRd. Sunnyvale SCCounty5633 LawrenceExp. BollingerRd./MoorparkAv. SanJose SCCounty5723 CapitolExp. SilverCreekRd. SanJose SCCounty5732 CapitolExp. StoryRd. SanJose SCCounty5802 MontagueExp. TradeZoneBlvd./McCandless Milpitas SCCounty

5805 MontagueExp. MissionCollegeBlvd. SantaClara SCCounty

5807 MontagueExp. FirstSt. SanJose SCCounty

TABLE 3.8 | INTERSECTIONS OPERATING AT LOS E IN 2014 AND D OR BETTER IN 2012

ID CMP System Roadway Cross-Street Location Jurisdiction1003 ElCaminoReal(Rte.82) Hwy237/GrantRd. MountainView State3088 CamdenAvenue UnionAv. SanJose SanJose3095 MontereyHwy.(Rte.82) CurtnerAv. SanJose SanJose5408 SanTomasExp. ScottBlvd. SantaClara SCCounty5720 CapitolExp. SenterRd. SanJose SCCounty5725 CapitolExp. QuimbyRd. SanJose SCCounty5806 MontagueExp. DelaCruzBlvd. SantaClara SCCounty

Intersections Improving From LOS F OfthesevenintersectionsoperatingatLOSFin2014,twointersectionsshowninTable3.9improvedtoLOSEoperationsfor2016.Theimprovementsweretheresultofdemandchangesattheintersectionssincegeometryandsignaltimingremainedconsistentwith2014.

TABLE 3.9 | INTERSECTIONS IMPROVING FROM LOS F OPERATIONS IN 2014

ID CMP System

Roadway Cross-Street Location 2016 LOS Reason (s) for Change

5215 FoothillExp. ElMonteAv. LosAltos E Decreaseindemand

5801 MontagueExp.MainSt./OldOaklandRd. Milpitas E Decreaseindemand

Intersections That Changed Two Levels of Service In2016,nointersectionswerefoundtohavechangedbytwoormoreLOSgradessince2014.

LOS Results ThistechnicalmemorandumdocumentedthedatacollectionandanalysiseffortsusedtoevaluatetheLevelofService(LOS)fortheCongestionManagementProgram(CMP)intersectionslocatedinSantaClaraCounty.Theseevaluationswereperformedaspartofthe2016Monitoring


&ConformanceReportfortheSantaClaraValleyTransportationAuthority(VTA).Asummaryofourfindingsincludes:

242 of the 252 current CMP intersections were analyzed. Ten intersections were notanalyzedduetoongoingconstructionactivitiesduringthedatacollectionperiod.

SixintersectionswerefoundtooperatebelowtheCMPLOSStandard(LOSE).Thisisonefewerthanthe2014report.

Oneofthesixintersections,CentralExpressway&DeLaCruzBoulevard(5335)wasnotexemptsinceitoperatedatLOSEorbetterin1991ratherthanF.ThisintersectionhasbeenconsistentlyoperatingatLOSFsince1996.

Comparingthe2016findingsversustheprevious10yearsshowsthat2016wasconsistentwithpreviousmonitoringyears.ThenumberofintersectionsoperatingatLOSD,E,andFarewithintherangereportedsince2006.ThenumberofintersectionsoperatingatLOSBandCareatthelowestlevelsince2006butthisislikelyduetothetenintersectionsnotcountedinthismonitoringstudyduetoconstruction.Finally,thenumberofintersectionsoperatingatLOSA(11)isthehighestithasbeensince2006.


Table 3.10 - Intersection LOS, 1991 – 2016

ID

CMP System

Roadway Cross Street Location Jurisdiction 1991 1992 1993 1994/5 1996 1997 1998 2000 2001 2002 2004 2006 2008 2010 2012 2014 2016

101S.BascomAv. CampbellAv. Campbell Campbell E C NM B B D‐ C C C C C C‐ C‐ C C C

C

102HamiltonAv. WinchesterBlvd. Campbell Campbell E D NM D E E D‐ D‐ D D D D E+ E+ D D D

103Hwy17(NB) HamiltonAv. Campbell State A A NM C C B C+ C+ C B‐ B‐ C C C+ C C+ C

104Hwy17(SB) HamiltonAv. Campbell State F F E E E E E E E E‐ E E E E E D D‐

105HamiltonAv. BascomAv. Campbell Campbell D D NM E E E E E‐ E E D D‐ E+ E+ D‐ D D‐

202Hwy280NBRamps WolfeRd. Cupertino Cupertino NM B‐ B B+ B B A B+ B B B B+ B

203Hwy280SBRamps WolfeRd. Cupertino Cupertino NM B B+ A A B+ A B+ A A A A A

204StevensCreekBlvd.

WolfeRd./MillerAv. Cupertino Cupertino D D D C D C D+ D+ D+ C C D+ D+ D+ D+ D D

206

Sara‐SunnyRd/DeAnzaBlvd. ProspectRd. Cupertino Cupertino NM NM NM D D C‐ C C D+ D C D C B‐ C C C

208Hwy85SBRamps

Sara‐SunnyRd/DeAnzaBlvd. Cupertino Cupertino NM NM NM D D C+ C C C C‐ C‐ C C‐ C C B B

209Hwy85NBRamps

Sara‐SunnyRd/DeAnzaBlvd. Cupertino Cupertino NM NM NM C C C+ C C+ C+ C‐ B C D B B B+ B

210

DeAnzaBlvd.(Rte.85) BollingerRd. Cupertino Cupertino E D D D C C C C C C B‐ C C C C C C

211

DeAnzaBlvd.(Rte.85)

StevensCreekBlvd. Cupertino Cupertino E D D D D D D D E D C‐ D D‐ D D D D

212Hwy280SBRamps DeAnzaBlvd. Cupertino Cupertino D C C C C C D C C C‐ B C B‐ B B‐ C+ C+

213Hwy280NBRamps DeAnzaBlvd. Cupertino Cupertino F E D C D C D+ C‐ C D+ C C C+ C+ C‐ C D+

214

DeAnzaBlvd.(Rte.85) HomesteadRd. Cupertino Cupertino E D D D D D‐ D D E+ D+ C‐ D+ D+ D+ D+ D+ D+

217StevensCreekBlvd. StellingRd. Cupertino Cupertino D D D D D D C D+ D D+ D D D D C‐ D D‐

219StevensCreekBlvd. Hwy85SBRamp Cupertino Cupertino C C B C C C B B‐ C+ C+ C C C C C C+ C

220StevensCreekBlvd. Hwy85NBRamp Cupertino Cupertino B B B C D B‐ B‐ C+ B‐ C C C‐ C‐ C B‐ C+ C

301

MontereyHwy.(Rte.152) LeavesleyRd. Gilroy State C C NM D D C C C C C C C C C C C C



ID

CMP System


601

Saratoga‐LosGatos(Hwy.9) UniversityAv. LosGatos State C C NM C C D D C C‐ D C‐ C C C C C C

602

Saratoga‐LosGatos(Hwy.9) SantaCruzAv. LosGatos State D D NM D D D D D E+ D D D D D+ D+ D+ D+

603LosGatosBlvd. LarkAv. LosGatos LosGatos C NM NM B C C‐ D C‐ D D D+ C‐ E+ D+ D+ C‐ D+

701

CalaverasBlvd.(Rte.237) AbelSt. Milpitas Milpitas E F D E D D D‐ D‐ D‐ D D D D E+ E E E

702

CalaverasBlvd.(Rte.237) MilpitasBlvd. Milpitas Milpitas F F D D D E+ E+ E D D D+ E+ D E D D D

1001

ElCaminoReal(Rte.82) CastroSt.

MountainView State D D D D D E E+ D D D D C D D+ D D D

1002

ElCaminoReal(Rte.82) ElMonteAv.

MountainView State C B B B C C D C‐ D+ C‐ D+ C C C C‐ D D

1003

ElCaminoReal(Rte.82)

Hwy237/GrantRd.

MountainView State E D D D D F F D‐ D‐ D‐ D D D‐ D‐ E+ D E+

1004


MiramonteAv./ShorelineBlvd.

MountainView State D D D D C E E‐ D D D D D D‐ D D D D‐

1005

ElCaminoReal(Rte.82) RengstorffAv.

MountainView State C D D C C D‐ C‐ C C C C C+ C C+ C C C

1006

ElCaminoReal(Rte.82) SanAntonioRd.

MountainView State E D D D D D‐ E D‐ D‐ D D D D D D D D‐

1100

ElCaminoReal(Rte.82) AlmaAv. PaloAlto State B B NM B B B B C D D+ D D D+ D+ D+ C‐ C‐

1102


EmbarcaderoRd./Galvez PaloAlto State D D NM D D D D D E D‐ D D+ D D D+ D+ D+

1104


PageMillRd./OregonExp. PaloAlto State E D NM E D E E E+ E+ E+ D D D D D D D

1106


CharlestonRd./Arastradero PaloAlto State D D NM D D E+ E+ D‐ D D D D D D D D D

1108SanAntonioRd. CharlestonRd. PaloAlto PaloAlto D D NM D D D D D D D D D+ D D D D D



ID

CMP System


1110SanAntonioRd. MiddlefieldRd. PaloAlto PaloAlto D D NM E E E E+ E E D‐ D D+ D E D+ D+ D

1112


PalmDr.(SanMateoCo.) PaloAlto PaloAlto NM NM NM NM NM NM NM NM NM NM NM C C C C C C

1114


UniversityAv.(SanMateoCo.) PaloAlto PaloAlto NM NM NM NM NM NM NM NM NM NM NM C C+ C C‐ C C

1200 BowersAv. ScottBlvd.SantaClara SantaClara D D D C C D+ D E+ D D C‐ C C C C C C‐

1201


KielyBlvd./BowersAv.

SantaClara State D D NM D D D D D D D D C‐ D C‐ C C‐ C

1202

ElCaminoReal(Rte.82) LafayetteSt.

SantaClara SantaClara D D D C D D D+ D+ D D D+ D D+ D+ D D D+

1203

ElCaminoReal(Rte.82) LincolnAv.

SantaClara SantaClara B B NM B B C+ C+ C+ C+ C+ C+ C C+ C+ C C C

1204

ElCaminoReal(Rte.82) MonroeSt.

SantaClara SantaClara B C NM B C C D+ C D+ D+ C C‐ C‐ C‐ C C‐ D+

1205

ElCaminoReal(Rte.82) ScottBlvd.

SantaClara SantaClara D C NM C C C‐ C‐ D+ D D D D+ D D+ D+ D+ D+

1206

GreatAmericaPkwy.

MissionCollegeBlvd.

SantaClara SantaClara E D D E E E E F E E‐ D‐ D‐ D‐ D D D D

1207

GreatAmericaPkwy. TasmanDr.

SantaClara SantaClara B B NM B C C C C‐ D+ D C C C‐ C C C C

1208Hwy101(SB) BowersAv.

SantaClara State B A NM A A B+ B B B‐ B B B+ A A A A A

1209Hwy101(NB)

GreatAmericaPkwy.

SantaClara State C B NM B C B B B C+ C B‐ A A A A A A

1210Hwy280(SB)

StevensCreekBlvd.

SantaClara State E D D E D C C C C‐ D D+ D+ E+ C C C B‐


LawrenceExp.(Eside)

SantaClara SantaClara B B NM C B C+ C C D+ D+ D+ C‐ C C C C NM


LawrenceExp.(SBramp)

SantaClara SantaClara B A NM B C C C C+ D+ B C C C C C C C

1213

TheAlameda(Rte82)

ElCaminoReal(Rte82)

SantaClara State A B NM B B B C C+ B‐ B C+ B C B B B B

1214LawrenceExp.

ElCaminoReal(Rte82)

SantaClara State NM NM NM NM NM B C‐ D D+ D C‐ C C C C C C



ID

CMP System


1301

BigBasinWay(Hwy9)

Saratoga‐LosGatosRd. Saratoga State E D NM C D D D+ D D D C‐ D D+ D+ D+ D+ D+

1401

Saratoga‐SunnyvaleRd. FremontAv. Sunnyvale Sunnyvale D D NM D D D D D D‐ D D NM D D D D D

1402

Saratoga‐SunnyvaleRd. RemingtonDr. Sunnyvale Sunnyvale E C NM D D D D D D D D NM D C‐ D D D

1404

ElCaminoReal(Rte.82) FairOaksAv. Sunnyvale State D E D E D E+ D‐ D D D D D D+ D D D D

1405

ElCaminoReal(Rte.82) WolfeRd. Sunnyvale State E E E E E E E E E D D D‐ E‐ D D D D

1406

ElCaminoReal(Rte.82) MaryAv. Sunnyvale State D D NM D D D D D D D D+ D+ D D D D+ D

1407

ElCaminoReal(Rte.82) MathildaAv. Sunnyvale State D E E D E E+ E F E+ E+ C‐ D D D D D D

1412MathildaAv. JavaDr. Sunnyvale Sunnyvale B B NM C C C+ NM C‐ C C C+ C C‐ C C C C‐

1413MathildaAv. MaudeAv. Sunnyvale Sunnyvale D D NM C D D D D D D+ C D+ D+ C‐ D+ D+ NM

2001

Saratoga‐LosGatos(Hwy.9) QuitoRd. SCCounty State A A NM A B B B B B B B+ B+ B+ B+ B+ B+ B

3001 Hwy85BascomAv.(North) SanJose SanJose NM NM NM C B B B B B B‐ B C+ C+ C+ C+ C+ C+

3002 Hwy85BascomAv.(South) SanJose SanJose NM NM NM C B B B B B B B C+ C+ C C C C

3003 Hwy85 BernalRd. SanJose SanJose NM NM NM C C C D D‐ D+ D+ C C C C B B‐ B‐

3004 Hwy85BlossomHillRd.(North) SanJose SanJose NM NM NM C C C+ C D D+ C‐ C C C C C C‐ C

3005 Hwy85BlossomHillRd.(South) SanJose SanJose NM NM NM D E F E+ D‐ D‐ D‐ D F D‐ E+ E+ D D‐

3006 Hwy85CamdenAv.(North) SanJose SanJose E NM C D D D+ C C C C C C C C C C C

3007 Hwy85CamdenAv.(South) SanJose SanJose NM NM NM D D E E+ E D‐ E+ D‐ D‐ E+ E+ D D D

3008 Hwy85CottleRd.(North) SanJose SanJose NM NM NM B C C+ B B‐ B B B+ B B A B B+ B

3009 Hwy85 CottleRd.(South) SanJose SanJose NM NM NM C D C‐ C C C C C C C‐ C‐ D C‐ D+



ID

CMP System


3010 Hwy85SantaTeresaBlvd.(North) SanJose SanJose NM NM NM C C D D D D NM NM C C C C C C

3011 Hwy85SantaTeresaBlvd.(South) SanJose SanJose NM NM NM C C C+ C C C C B B B C+ B‐ B‐ C+

3012 Hwy87 ColemanAv. SanJose SanJose C B NM B B B NM NM NM NM NM NM NM NM NM NM NM

3013 Hwy87 JulianSt.(East) SanJose SanJose D D NM D D E D‐ D D+ D D+ NM D D D D NM

3014 Hwy87 JulianSt.(West) SanJose SanJose B B NM C C B B B‐ B B B B B B B B‐ NM

3015 Hwy87E.SantaClaraSt.(NBOff) SanJose SanJose NM NM NM C C B B B B B B NM B B B B B

3016 Hwy101 SantaClara(East) SanJose State B NM B C C B B B B B B B B B B B B

3017 Hwy101 BernalRd. SanJose State A A NM A B B B B B B B+ B+ B+ B+ B B B

3018 Hwy101BlossomHillRd.(East) SanJose State D D NM D D D+ C‐ D‐ D D C‐ C C C C C C‐

3019 Hwy101BlossomHillRd.(West) SanJose State B B NM B B C+ B‐ C+ C C C+ B B C B B C+

3020 Hwy101 BrokawRd. SanJose SanJose B NM B B C C C‐ C‐ C C C C+ C C+ C+ B‐ C+

3021 Hwy101OaklandRd.(North) SanJose State B NM B C C C C C C C C+ C+ C C+ C+ C C+

3022 Hwy101OaklandRd.(South) SanJose State C NM C C C D+ D+ D+ D+ D C C‐ C C C C‐ C‐

3023 Hwy101SantaClaraSt.(West) SanJose State C NM C D C B B B B B B B B B B B B

3024 Hwy101YerbaBuenaRd.(East) SanJose State B C NM C B B‐ B C+ C+ C+ C+ B B C+ C+ C+ B‐

3025 Hwy101YerbaBuenaRd.(West) SanJose State C D NM C C C C C C C C C+ C C+ C+ C C

3026 Hwy237 FirstSt.(North) SanJose State F D NM NM C B‐ C+ B B B B B B‐ B‐ B‐ B‐ B

3027 Hwy237 FirstSt.(South) SanJose State F D NM NM C C D+ C C C+ C+ C+ C+ B‐ C+ C+ C+

3028 Hwy237GreatAmericaPkwy.(N.) SanJose State F F C NM B C C C C C C B B B B B B

3029 Hwy237GreatAmericaPkwy.(South) SanJose State F F C NM A B B B B‐ C+ B B B+ A B+ B+ B+

3030 Hwy237ZankerRd.(North) SanJose State F F NM NM B B C+ B B B B+ B+ B+ B B B+ B+

3031 Hwy237ZankerRd.(South) SanJose State F F NM NM B B C+ B B B B+ B B+ B B B B+

3032 Hwy280 BirdAv.North SanJose SanJose C C NM C C C C‐ C C C‐ C C‐ C C C C C



ID

CMP System


3033 Hwy280 BirdAv.South SanJose SanJose B B NM B C B C+ C C C C‐ C‐ C C C C+ C+

3034 Hwy280 11thSt.North SanJose SanJose B B NM B B B B B B B B B B B B B B

3035 Hwy280 11thSt.South SanJose SanJose B B NM A B B B B B B B B B B B B B

3036 Hwy280 McLaughlinAv. SanJose SanJose B B NM B B B‐ B B B B B B B B B B B

3037 Hwy280 MoorparkAv. SanJose SanJose B B NM C C C C C C C C C B+ B B B B+

3038 Hwy280SaratogaAv.North SanJose SanJose B C NM B C C+ E B B‐ C+ B‐ C B‐ B‐ C+ C+ C

3039 Hwy280SaratogaAv.South SanJose SanJose B B NM C E F F C‐ D+ D D+ D D D C‐ C D+

3040 Hwy280 10thSt.North SanJose SanJose B B NM B B B B B B B B B B B B B B

3041 Hwy280 10thSt.South SanJose SanJose B B NM B B B B‐ B B B B B B B B‐ B B

3042 Hwy680AlumRockAv.(East) SanJose State B B NM B B C B‐ C C C C+ C C‐ C C C NM

3043 Hwy680AlumRockAv.(West) SanJose State B B NM B B C+ C+ C C C+ C+ C C C C C NM

3044 Hwy680 KingRd.N SanJose SanJose C C NM C C C C‐ D+ D+ D+ C‐ C‐ C C‐ C‐ C C

3045 Hwy680 KingRd.S SanJose SanJose A B NM B B C C+ D+ D+ C C‐ C C C C C C

3046 Hwy880 TheAlamedaN SanJose SanJose A A NM B A B+ B+ B+ B+ B+ A B B B B B B

3047 Hwy880 TheAlamedaS SanJose SanJose A A NM B B B+ B B B B+ A B‐ B C+ B‐ C+ C+

3048 Hwy880 BascomAv.N SanJose SanJose B B NM B B B B B B B A A A B+ A B+ A

3049 Hwy880 BascomAv.S SanJose SanJose B C NM B C B+ C A B B B+ A B+ B+ A A A

3050 Hwy880 BrokawRd.E SanJose SanJose B B NM C C C+ C+ B‐ B B C C‐ D+ C C C B+

3051 Hwy880 BrokawRd.W SanJose SanJose D D NM D D C‐ C‐ C C C‐ D D D D+ D C‐ D

3052 Hwy880 ColemanAv.N SanJose SanJose B B NM B B B B B B B B+ NM A B+ B+ B+ B‐

3053 Hwy880 ColemanAv.S SanJose SanJose B B NM B D B B‐ B B B B NM B‐ C+ C+ C C

3054 Hwy880 N.FirstSt.N SanJose SanJose A A NM A A B+ B+ B B B B B B‐ B C C C

3055 Hwy880 N.FirstSt.S SanJose SanJose C B NM B B B B B B B B B B B B B B

3056 Hwy880StevensCreekBlvd. SanJose SanJose C B NM C C C+ C C+ B‐ C+ C+ C+ C+ C+ B NM C

3057

TheAlameda(Rte82) HeddingSt. SanJose SanJose D C NM C C D D D C‐ C‐ C C‐ C‐ C‐ D+ D+ D



ID

CMP System


3058

TheAlameda(Rte82) NagleeAv. SanJose SanJose D C NM C C D C D D+ D+ D+ D D D D D D

3059

TheAlameda(Rte82) RaceSt. SanJose SanJose C C NM C C D C C C C C C‐ D+ C C‐ D D+

3060

MontereyHwy/FirstSt.(SR82) AlmaAv. SanJose SanJose D D NM D D D D D D D D+ D D D D D D

3061

E.SanCarlosSt.(Rte82) AlmadenBlvd. SanJose SanJose D D NM D D E D D D+ D+ C‐ C‐ D D+ D+ C‐ C‐

3062

AlumRockAv.(Rte.130) CapitolAv. SanJose State D D NM D E D+ D D+ D+ NM NM D+ D C‐ C‐ C NM

3063

AlumRockAv.(Rte.130) JacksonAv. SanJose State D E D D E D D D+ D+ D D+ D D‐ D D D NM

3064

AlumRockAv.(Rte.130) KingRd. SanJose State C C NM D D D+ D+ D+ D+ D+ C‐ C‐ D C‐ C‐ C‐ C‐

3065

AlumRockAv.(Rte.130) WhiteRd. SanJose State D D NM D D E+ E+ D D D D D D D D D C‐

3066 AutumnSt. SantaClaraSt. SanJose SanJose B B NM B B B‐ B‐ B‐ B‐ B‐ B C C+ B‐ C+ C+ B

3067S.BascomAv. CamdenAv. SanJose SanJose D D NM D D E D‐ D‐ D D‐ D D D D D D D

3068S.BascomAv. CurtnerAv. SanJose SanJose C C NM C B C C+ C D+ C C‐ D+ D D D+ D+ D+

3069S.BascomAv. SamaritanDr. SanJose SanJose D NM C D D D D D+ C C+ C C D+ C‐ D+ D C‐

3070S.BascomAv. StokesSt. SanJose SanJose D D NM D D C‐ C C C C C C C‐ C C C C

3071S.BascomAv. UnionAv. SanJose SanJose E D NM D D C D+ C‐ D D D C‐ D+ D+ D D D+

3072MontereyHwy.E BernalRd. SanJose SanJose B B NM A B E B B B B‐ B B B A B B B+

3073MontereyHwy.N BernalRd. SanJose SanJose C C NM B C D+ C‐ C‐ C‐ C C C C C C C C

3074MontereyHwy.S BernalRd. SanJose SanJose A A NM A A A A B A A A A A A A A A

3075

SantaTeresaBlvd. BernalRd. SanJose SanJose E D NM D D D+ D D D D+ C‐ D+ D D D D D+



ID

CMP System


3076BerryessaRd. LundyAv. SanJose SanJose E E E D D D D D D‐ D D D D D D D D

3077BirdAv.(Rte82)

E.SanCarlosSt.(Rte82) SanJose SanJose C C NM D D D+ D D+ D D D+ D D+ D+ D D D+

3078

MontereyHwy.(Rte.82)N BlossomHillRd. SanJose SanJose C NM B B C B B B C+ B B‐ B‐ B‐ B C+ C C

3079

MontereyHwy.(Rte.82)S BlossomHillRd. SanJose SanJose D D NM C C C C+ C+ C B C C+ C C+ C C C+

3080BlossomHillRd.

SantaTeresaBlvd. SanJose SanJose D D NM D D D D D D D D+ D+ D D D D D+

3081BlossomHillRd. SnellAvenue SanJose SanJose D E D D D D D D D D D D D D D D D

3082

MontereyHwy.(Rte.82) BranhamLn. SanJose SanJose D NM D D C D C‐ C C‐ C‐ C‐ C‐ D+ D+ D+ C‐ D

3083 BrokawRd. FirstSt. SanJose SanJose F NM D D E D E+ D D D D D D‐ D‐ D D D

3084 BrokawRd. OldOaklandRd. SanJose SanJose D D NM C D D D D D D D NM D D D D D

3085 BrokawRd. ZankerRd. SanJose SanJose D D NM D D E E+ E+ D NM NM D+ D D D D D

3086HillsdaleAv. CamdenAv. SanJose SanJose D C NM C C C C‐ C+ C D+ C+ C+ C C C B‐ C

3087 CamdenAv. LeighAv. SanJose SanJose D D NM D D D D D D D‐ E+ D D D D D D

3088 CamdenAv. UnionAv. SanJose SanJose E E E D D D‐ D‐ D‐ E E D E E E E+ D E+

3089HamiltonAv. CampbellAv. SanJose SanJose D C NM C C C C C B‐ C C B‐ B B B C+ C

3090CampbellAv. SaratogaAv. SanJose SanJose F F D D D D D D D D D D‐ D‐ D‐ D‐ D D

3091

MontereyHwy.(Rte.82) CapitolExp.N SanJose SanJose B NM B B B B B B B B B B B‐ B B B B

3092

MontereyHwy.(Rte.82) CapitolExp.S SanJose SanJose B NM A A A B B B B B B B B B B B B

3093

SantaTeresaBlvd. ColemanRd. SanJose SanJose D C NM C C B C C C C C C C C C C C

3094

SantaTeresaBlvd. CottleRd. SanJose SanJose E E D D D D D D D+ D+ D+ D D+ D+ D+ D+ D+



ID

CMP System


3095

MontereyHwy.(Rte.82) CurtnerAv. SanJose SanJose F NM D D D D D D D D D D E E+ E D‐ E+

3096 TrimbleRd. DelaCruzBlvd. SanJose SanJose E E E F F D+ E D‐ D D D D D C‐ C C‐ D

3097

S.FirstStreet(Rte82)

KeyesSt./Goodyear SanJose SanJose C C NM C C D C C‐ C‐ C C C C C C C D+

3098 TrimbleRd. FirstSt. SanJose SanJose F E E E E E E+ D‐ D D D D D D D D D

3099S.FirstSt.(Rte82) WillowSt. SanJose SanJose A A NM A A A A B+ A B+ A A A A A A A

3100GuadalupePkwy. HeddingSt. SanJose SanJose E E D D D C‐ NM NM NM NM NM NM NM NM NM NM NM

3101GuadalupePkwy. TaylorSt. SanJose SanJose F F E F F F NM NM NM NM NM NM NM NM NM NM NM

3102HillsdaleAv. MeridianAv. SanJose SanJose E E D D D D‐ D D‐ D‐ D‐ D D D D D‐ D D‐

3103SaratogaAv. KielyBlvd. SanJose SanJose D D NM D D D D D D D D D E D D D+ D

3104StevensCreekBlvd. KielyBlvd. SanJose SanJose E E E E D E D‐ D‐ D‐ D‐ D D D D D+ D+ D+

3105 TullyRd. KingRd. SanJose SanJose D D NM D D E+ D D‐ D‐ D‐ D D D‐ D D D D

3106 MurphyAv. LundyAv. SanJose SanJose D D NM D D D D D D D D D D D D C‐ D

3107

E.SanCarlosSt.(Rte82) MarketSt. SanJose SanJose D D NM D D D D D D+ D C‐ C‐ D+ C‐ D+ D+ C

3108 TullyRd. McLaughlinAv. SanJose SanJose F D NM D E D E E D‐ D‐ D‐ D D D‐ D D D

3109

MontereyHwy.(Rte.82) SenterRd. SanJose SanJose C NM C C B C C C C C C C C C C C C

3110

MontereyHwy.(Rte.82) SkywayDr. SanJose SanJose B NM B B B B B B B‐ C C C C C C C C

3111

MontereyHwy.(Rte.82) TullyRd. SanJose SanJose B NM B B B B‐ B C+ B B‐ C+ C C+ C C C+ C

3112SantaClaraSt.(Rte82) MontgomerySt. SanJose SanJose B A NM B B A B‐ C+ B‐ B‐ B B‐ B B A A A

3113SaratogaAv. MoorparkAv. SanJose SanJose D D NM D D D D D D D D D D D D D D

3114 TullyRd. QuimbyRd. SanJose SanJose D D NM D D D D+ D D D D D D D+ D+ D+ D



ID

CMP System


3115

SantaTeresaBlvd. SnellAv. SanJose SanJose E D NM D D D D C‐ C‐ C‐ C‐ C C C‐ D+ D+ D+

3116StevensCreekBlvd. SaratogaAv. SanJose SanJose E E D D D D D D D D D+ D D+ D+ D+ D+ D

3117 TullyRd. SenterRd. SanJose SanJose D D NM D D NM D‐ D‐ D‐ D D D D‐ D D D D

3118StevensCreekBlvd. WinchesterBlvd. SanJose SanJose E E D D D D D D‐ D D D D D D D‐ D D

3119 TrimbleRd. ZankerRd. SanJose SanJose D D NM C D D D E+ NM NM NM C‐ C‐ C‐ D+ D+ D+

3120 CapitolExp. PearlAv. SanJose SanJose D D NM D D D NM D+ D+ D C‐ D+ C‐ C‐ D+ C‐ D+

5009S.BascomAv. FruitvaleAv. SanJose SCCounty B C NM C C D D‐ D D D+ D+ D+ D+ D D D+ D

5012S.BascomAvenue MoorparkAv. SanJose SCCounty C D NM D E E+ D D E E+ D D D D‐ D E E

5108

PageMill/OregonExp. MiddlefieldRd. PaloAlto SCCounty E E E E E E E E‐ E E E E E E+ E+ E+ E+

5120

PageMill/OregonExp. HanoverSt. PaloAlto SCCounty D D NM D D E E E E+ E+ D D D+ D D D D

5205

PageMill/OregonExp. FoothillExp. PaloAlto SCCounty F F F F F F F NM F F F F F F E‐ F F

5207FoothillExp. ArastraderoRd. PaloAlto SCCounty E E E E E E E E E E D‐ D‐ D D‐ D D D‐

5213FoothillExp.

MainSt./BurkeRd. LosAltos SCCounty C C NM C B C‐ C C C C+ C+ C C+ C+ C+ B‐ B‐

5214FoothillExp. SanAntonioRd. LosAltos SCCounty B B NM B C C+ B‐ B B‐ C+ B B B B B E‐ E+

5215FoothillExp. ElMonteAv. LosAltos SCCounty D D NM D E E E F F E E E+ E+ E+ D‐ E E

5220FoothillExp.

MagdalenaAv./SpringerRd. LosAltos SCCounty D E D D E E E E+ E+ E+ D D D D D E E

5223FoothillExp.

GrantRd./St.JosephAv. LosAltos SCCounty C D NM D D D‐ D‐ D‐ E D D D D D D D D+

5225FoothillExp. HomesteadRd. LosAltos SCCounty C C NM C D D D D D D D D+ D+ D+ C‐ C C‐

5305 CentralExp. RengstorffAv.MountainView SCCounty E E E E E E D‐ E E E+ D E+ E+ D‐ D E E

5308 CentralExp.CastroSt./MoffetBlvd.

MountainView SCCounty D D NM D D D‐ D D D D D D D D D E E

5310 CentralExp.ShorelineBlvd.East

MountainView SCCounty B B NM B B D D D‐ D‐ B A A B+ B+ A A A



ID

CMP System


5311 CentralExp.ShorelineBlvd.West

MountainView SCCounty B B NM B B B B B B B A B+ B+ B B+ A A

5313 CentralExp. WhismanRd.MountainView SCCounty B B NM B B B B B B B B B B C+ B‐ D+ D‐

5315 CentralExp. Hwy237MountainView SCCounty B B NM B B B B B B B B+ A A B B+ B A

5320 CentralExp. MaryAv. Sunnyvale SCCounty E E D D D D‐ D E+ D D D D D D D E E

5325 CentralExp.

CorvinDr./OakmeadPkwy.

SantaClara SCCounty C C NM C D D E+ D‐ D‐ C‐ C C C+ C+ C D‐ D

5329 CentralExp. BowersAv.SantaClara SCCounty D D NM E E F F F F E E+ E E E D E E

5332 CentralExp. ScottBlvd.SantaClara SCCounty E D NM D E E+ E+ E‐ E D D+ D D D‐ D E E

5334 CentralExp. LafayetteSt.SantaClara SCCounty D D NM E F F F F F E E+ D‐ E E D‐ E E

5335 CentralExp. DelaCruzBlvd.SantaClara SCCounty E E E E F F F F F F F F F F F F F

5405SanTomasExp.

StevensCreekBlvd.

SantaClara SCCounty F F F F F F F F F F F F F E E E E

5406SanTomasExp. MoorparkAv. SanJose SCCounty E D NM D D E+ D‐ F E+ E+ D D D D D‐ D D‐

5408SanTomasExp. ScottBlvd.

SantaClara SCCounty F F F F NM F F E‐ E E D D D‐ D D D‐ E+

5414SanTomasExp. MonroeSt.

SantaClara SCCounty E D NM D D E E D‐ E+ E+ D D D+ D+ D+ D+ D

5416SanTomasExp.

ElCaminoReal(Rte82)

SantaClara SCCounty F F F F F F F F F F E E E E+ E+ E‐ F

5419SanTomasExp. HomesteadRd.

SantaClara SCCounty F E E E E E‐ F E F E+ E E E E+ E+ E E+

5422SanTomasExp. SaratogaAv.

SantaClara SCCounty E E E E F F F F F F E+ E E+ E+ D E+ E

5429SanTomasExp. HamiltonAv. Campbell SCCounty E E E E E F F F F F E E E+ D D E E

5430SanTomasExp. CampbellAv. Campbell SCCounty F F E F F F F E‐ E‐ E E+ E‐ E‐ E E F F

5432Hwy17(SB)

SanTomasExpwy./CamdenAv. Campbell SCCounty F D NM E E E‐ F F E D+ D+ D E E+ E E‐ E

5433Hwy17(NB)

SanTomasExpwy./CamdenAv. Campbell SCCounty C C NM C D E D F E+ D D D E+ D D D D

5505AlmadenExp. KochLn. SanJose SCCounty B B NM B B B+ B B+ B B A A A A A B‐ B‐



ID

CMP System


5512AlmadenExp. BranhamLn. SanJose SCCounty F E E D D E+ D‐ E+ D‐ D‐ D D D D D D‐ D‐

5513AlmadenExp. BlossomHillRd. SanJose SCCounty F E E E E E E F F F E E‐ E E E+ E+ D‐

5516AlmadenExp. ColemanRd. SanJose SCCounty F F F D E E D‐ D‐ E+ E D D‐ D D D D D

5520AlmadenExp. CamdenAv. SanJose SCCounty E D NM D E E+ E D‐ E E D D D D D D D

5522AlmadenExp. Hwy85N.ramp SanJose SCCounty NM NM NM C B C+ C C+ C D‐ E D E D D D D

5523AlmadenExp. Hwy85S.ramp SanJose SCCounty NM NM NM B C C F D‐ C‐ D C C C C C B‐ B‐

5603LawrenceExp. TasmanDr. Sunnyvale SCCounty D D NM D NM E+ NM F D‐ D D D‐ E+ D‐ D‐ E+ D‐

5611LawrenceExp. ArquesAv. Sunnyvale SCCounty E D NM E NM D‐ E+ F F F E D D‐ E+ E+ E E

5613LawrenceExp. ReedAv. Sunnyvale SCCounty E E E D NM E E‐ E F F D D D‐ D+ D E E

5625LawrenceExp. HomesteadRd. Sunnyvale SCCounty F F F E NM E+ E+ E+ E+ E D D‐ D D D E E

5633LawrenceExp.

BollingerRd./MoorparkAv. SanJose SCCounty D D NM D D D E+ E E E+ E+ E+ E+ D D E E+

5635LawrenceExp. ProspectRd. SanJose SCCounty E E E D D D‐ D‐ D‐ E+ E+ D D‐ D D D D D

5636LawrenceExp.

CalvertDr.(I‐280on‐ramp) SanJose SCCounty NM NM NM C NM C D+ C D D D D D+ C‐ C‐ C D+

5640LawrenceExp. SaratogaAv. SanJose SCCounty F F F E E E+ F E+ E E+ D D D D D D‐ D

5711 CapitolExp. NarvaezAv. SanJose SCCounty NM NM NM D D D D+ D D+ D+ C‐ D D D D D D

5713 CapitolExp.Hwy87on/offramp SanJose SCCounty NM NM NM D D D‐ D E‐ D‐ D C‐ D D‐ D D D D

5715 CapitolExp. SnellRd. SanJose SCCounty D D NM D D D D D D D D+ D+ D+ D D D D

5720 CapitolExp. SenterRd. SanJose SCCounty F F E E E E E E E+ E+ D D‐ D D D D‐ E+

5721 CapitolExp. McLaughlinAv. SanJose SCCounty D D NM D E E E D D D D D D‐ D D E+ D‐

5723 CapitolExp. SilverCreekRd. SanJose SCCounty F D NM D E D F F F F F E E+ E E+ E+ E+

5724 CapitolExp. AbornRd. SanJose SCCounty F F F E E D E D E E+ D E E‐ E E F F

5725 CapitolExp. QuimbyRd. SanJose SCCounty E E E E E D‐ D E E+ E‐ D‐ E‐ E‐ E E D‐ E+

5727 CapitolExp. TullyRd. SanJose SCCounty D E D E E D D E+ D D‐ D D D‐ D D D D



ID

CMP System


5732 CapitolExp. StoryRd. SanJose SCCounty F F E E F F F F F F E+ E E E E+ E E

5734 CapitolExp.ExcaliburDr.(CapitolAv.) SanJose SCCounty F D NM D D F D‐ F E+ E F E+ E+ E+ D‐ D D

5801MontagueExp.

MainSt./OldOaklandRd. Milpitas SCCounty F F E E E F F F F E F NM E+ D D‐ F E

5802MontagueExp.

TradeZoneBlvd./McCandless Milpitas SCCounty F F F F F F F F F F F F F F E‐ E+ E

5803MontagueExp. CapitolAv. Milpitas SCCounty F E E E F F F F F E E E+ E+ D‐ D‐ E+ NM

5804MontagueExp. MilpitasBlvd. Milpitas SCCounty F E E E F F F F F F D+ D D+ D D+ C‐ NM

5805MontagueExp.

MissionCollegeBlvd.

SantaClara SCCounty F D NM D D D D+ D D D D D+ D+ D D E E

5806MontagueExp. DelaCruzBlvd.

SantaClara SCCounty C C NM C D C‐ C C C D D D+ D D+ D D‐ E+

5807MontagueExp. FirstSt. SanJose SCCounty F E E E F F F F F F E F F E+ E E+ E

5808MontagueExp. TrimbleRd. SanJose SCCounty F F F F F F F F F E+ D E+ E+ D D D‐ D

5809MontagueExp.

McCarthyBlvd./O'TooleAv. Milpitas SCCounty F F F F F F F F F F E E E E F F F

5812MontagueExp. ZankerRd. SanJose SCCounty E D NM D E D‐ D‐ E E+ E D‐ E+ E D D‐ D‐ D‐


FREEWAYS

Introduction LevelofservicedataiscollectedeachyearforallfreewaysegmentsinSantaClaraCounty.Twotraveldirectionsforeachfreewayproduceapproximately310directionalmilesandmultipletravellanesineachdirectionyield859mixed‐flowand190HOVlanemiles.

Since1991,levelofservicedatahasbeencollectedforfreewaysegmentsintheCountytoidentifythosesegmentsthatareoperatingbelowtheCMPstandardofLOSE.ThischapterfeaturesananalysisoftrafficconditionsduringtheAMandPMpeakperiodsforthefreewaysysteminSantaClaraCounty.Forthepurposeofthisanalysis,mixed‐flowandHOVlanesaretreatedasseparatefacilities.Inadditiontocollectingfreewaylevelofservicedata,trafficcountswerecollectedatsixfreeway“gateway”locationsatornearthecountylinetomeasuretrafficflowsinandoutofSantaClaraCounty.

Methodology Priortothe1997CMPMonitoringandConformanceReport,floatingvehicletechniqueswereusedtocollectthetravelspeeddataneededtomonitorfreewayoperations.Since1997,VTAhasusedaerialphotographytocollecttrafficdataforfreewaysegments.Thisapproachallowsforthecollectionofamorecomprehensivesetofdatathatcouldbeusedtodeterminedensity,travelspeedandflowrateforeachfreewaysegmentinboththeAMandPMpeakperiods.Fromtheaerialphotographs,densityisdirectlymeasuredbycountingvehiclesinthefreewaysegments.Travelspeedsandflowrate,ortrafficvolumes,areestimatedusingclassicspeed‐density‐volumeequationscalibratedforSantaClaraCountyconditions.

Level of Service Definitions Table4.1definesthelevelofservicethresholdsusedforfreewaysegments.Levelofserviceisdeterminedbasedondensityintermsofpassengercarspermileperlane.TheLOSdensitythresholdsarebasedonVTA’sLevelofServiceAnalysisGuidelines(June2003),whichadoptstheHighwayCapacityManual’s(2000)valuesforLOSA/B,B/CandC/D.TheD/EandE/FthresholdsarecalibratedforSantaClaraCountyconditions.

4


TABLE 4.1 | FREEWAY LEVEL OF SERVICE DEFINITIONS

Level of Service

Density (passenger

cars/mile/lane)

Travel Speed (MPH)

Description

A ≤11 60–65FreeFlow.Vehiclesarecompletelyunimpededintheirabilitytomaneuverwithinthetrafficstream.Theeffectsofminorincidentsareeasilyabsorbed.

B 11<density≤18 57–60

ReasonablyFreeFlow.Theabilitytomaneuverwithinthetrafficstreamisonlyslightlyrestricted,andthegenerallevelofphysicalandpsychologicalcomfortprovidedtodriversisstillhigh.Theeffectsofminorincidentsareeasilyabsorbed.

C 18<density≤26 54–57

StableFlow.Flowsareapproachingtherangewheresmallincreasesintrafficflowswillcausesubstantialdeteriorationinservice.Freedomtomaneuverwithinthetrafficstreamisnoticeablyrestricted,andlanechangesrequireadditionalcareandvigilancebythedriver.Minorincidentsmaystillbeabsorbed,butthelocaldeteriorationinservicewillbesubstantial.Queuesmaybeexpectedtoformbehindanysignificantblockage.

D 26<density≤46 46–54

UnstableFlow.Smallincreasesintrafficflowscausesubstantialdeteriorationinservice.Freedomtomaneuverwithinthetrafficstreamisseverelylimited,andthedriverexperiencesdrasticallyreducedphysicalandpsychologicalcomfortlevels.Evenminorincidentscanbeexpectedtocreatesubstantialqueuingbecausethetrafficstreamhaslittlespacetoabsorbdisruptions.

E 46<density≤58 35–46CapacityFlow.Operationsareextremelyunstable,becausetherearevirtuallynousablegapsinthetrafficstream.Anyincidentcanbeexpectedtoproduceaseriousbreakdownwithextensivequeuing.

F >58 <35

ForcedFlow.LevelofserviceFdescribesforcedorbreakdownflow.Suchconditionsgenerallyexistwithinqueuesformingbehindbreakdownpoints.Suchbreakdownsoccurforanumberofreasons:atemporaryreductionincapacitycausedbyatrafficincident,orarecurringpointofcongestioncausedbyamerge,aweavesegment,orlanedrop.

Speed Model Calibration Whileresearchshowsthatthereisadirectrelationshipbetweenspeedanddensity,thisrelationshipislessstraightforwardthantherelationshipbetweendensityandspeedandvolumewhentwoofthethreeareknown.Thespeeddensitycurvewasre‐calibratedin2001toaccountforpossibletravelconditiondifferencesbetween2001and1997,whenthepreviouscurvewascalibrated.Researchandreviewofseveralspeed‐densitycurvesresultedinanew,singleregimecurvebasedontheVanAerdeequationwhichisshowninFigure4.1.


Data Collection TwoflightpatternsareusedtophotographSantaClaraCounty’sfreewaysystem.Thesepatternsweredefinedsuchthateachfreewaysegmentcouldbephotographedatafrequencyofapproximatelyonesampleevery40minutes,orfourtimeseachflight.Themorningsurveyswereconductedapproximatelyfrom6:15AMto9:45AMandtheeveningsurveyswereconductedfromapproximately3:15PMto6:45PM.Twomorningandtwoeveningflightswerescheduledofeachroadway,providingatotalof16photographs–8morningand8evening–ofeachfreewaysegment.

AerialphotographyistraditionallyscheduledforSeptemberbutonoccasion,canextendintoOctoberdependingontheweather.Thisyear,cloudyweatherwasnotanencumbranceduringthedatacollectioneffort.Table4.2showsthedatacollectiondatesforthemorningandeveningflights.

TABLE 4.2 AERIAL PHOTOGRAPHY DATA COLLECTION SCHEDULE

AM Flights PM Flights

Wednesday, September 7 Wednesday, September 7

Tuesday, September 27 Thursday, September 8

Thedensityoftrafficbetweeneachpairofinterchangeswasestimatedbycountingthenumberofvehiclesbetweeneachinterchangeineachphoto.Thephotothatdisplayedthegreatestvehicledensityforeachfreewaysegmentwasconsideredtorepresentthepeakperiodandwasselectedforanalysisinthechapter.Thecorrespondinglengthsandthenumberoflaneswerealsoverifiedfromthephotos.Vehiclecountswereperformedusingfourdifferentcategories:cars,buses,

Figure 4.1 Speed Density Curve


trucksandtractor‐trailers.Thebuses,trucksandtractor‐trailerswereassignedpassengercarequivalents(PCE)byapplyinga1.5PCEfortrucksandbuses,and2.0PCEfortractor‐trailers.

TheAMandPMpeakperioddensitieswerecomparedtoidentifythemostcongestedtimeforeachsegment.Then,usingthespeed‐densitycurvedescribedpreviously,thepeakdensityisconvertedtospeed,levelofserviceandvolumeforeachfreewaysegment.TheLOSwasdetermineddirectlyfromthedensityvalueusingthethresholdslistedinTable4.1.

Deficient Freeway Segments Directionalmilesrepresentthenumberofmilesoffreewayforthetwotraveldirections.Forthe2016MonitoringProgram,93segments,withacombinedlengthof95miles,areoperatingatLOSFintheAMpeakhourand77segments,withacombinedlengthof70miles,areatLOSFinthePMpeakhour.ThisincludestwosegmentsobservedoperatingatLOSFforthefirsttimesincethebaselinewasestablishedin1991.Intotal,177outof313directionalmilesoffreewaysegmentswerefoundtobeoperatingatLOSFinatleastoneofthepeakperiods.Thisisabout6moredirectionalmilesthanthe2015results.

Ofthesemiles,24milesduringtheAMand27milesduringthePMwereatLOSFinthebaseline1991yearandthereforeconsideredLOS‐exempt.Theremaining71directionalmilesduringtheAMand67directionalmilesduringthePMareconsidereddeficient.

Table4.3presentsthemixed‐flowfreewaysegmentsthatwereoperatingatLOSFin2016andoperatedatLOSFunderthe1991baselineconditionsmakingthemexemptfromCMPconformancerequirements.Thedurationofcongestion,inhours,isshowninparenthesesineachofthesetables.Durationofcongestionwasdeterminedbyreviewingthedatatoseehowlongcongestionlastedforeachsegment.

TABLE 4.3 EXEMPT MIXED‐FLOW SEGMENTS OPERATING AT LOS F IN 2016

Exempt Segments at LOS F in 2016

# Fwy Dir AM/PM Segment Length 2016

125 I‐280 WB AM Meridian Av. to SR 17 (I‐880) 1.40 F (3.0)

124 I‐280 WB AM SR 17 (I‐880) to Winchester Blvd. 0.55 F (2.5)

123 I‐280 WB AM Winchester Bl. to Saratoga Av. 1.37 F (2.5)

122 I‐280 WB AM Saratoga Av. to Lawrence Expwy. 1.19 F (2.5)

121 I‐280 WB AM Lawrence Expwy. to Wolfe Rd. 1.24 F (1.5)

40 I‐680 SB AM Capitol Expwy. to King Rd. 1.00 F (0.5)

39 I‐680 SB AM King Rd. to US 101 0.40 F (0.5)

12 I‐880 NB AM I‐280 to Stevens Creek Blvd. 0.41 F (0.5)

11 I‐880 NB AM Stevens Creek Blvd. to Bascom Av. 0.84 F (0.5)

10 I‐880 NB AM Bascom Av. to The Alameda 0.82 F (0.5)

9 I‐880 NB AM The Alameda to Coleman Av. 0.59 F (1.5)

8 I‐880 NB AM Coleman Av. to SR 87 0.51 F (1.0)

7 I‐880 NB AM SR 87 to N. First St. 0.40 F (1.0)

6 I‐880 NB AM First St. to US 101 0.49 F (0.5)

17 I‐880 SB AM Brokaw Rd. to US 101 1.29 F (1.5)

30 SR 17 NB AM Bear Creek to Saratoga‐Los Gatos Rd. 2.90 F (1.0)


Exempt Segments at LOS F in 2016


89 SR 237 WB AM I‐880 to McCarthy Blvd. 0.40 F (3.0)

90 SR 237 WB AM McCarthy Blvd. to Zanker Rd. 0.94 F (2.5)

171 SR 85 NB AM I‐280 to Homestead Rd. 0.34 F (2.0)

170 SR 85 NB AM Homestead Rd. to Fremont Rd. 1.00 F (1.5)

289 US 101 NB AM I‐280 to Santa Clara St. 0.88 F (2.0)

290 US 101 NB AM Santa Clara St. to McKee Rd. 0.39 F (3.5)

291 US 101 NB AM McKee Rd. to Old Oakland Rd. 1.58 F (2.5)

292 US 101 NB AM Old Oakland Rd. to I‐880 0.57 F (2.5)

293 US 101 NB AM I‐880 to Old Bayshore Rd. 0.50 F (2.0)

294 US 101 NB AM Old Bayshore Rd. to N. First St. 0.49 F (3.0)

295 US 101 NB AM N. First St. to SR 87 0.64 F (3.5)

305 US 101 NB AM SR 85 to Shoreline Blvd. 0.28 F (0.5)

306 US 101 NB AM Shoreline Blvd. To Rengstorff Av. 1.01 F (2.0)

135 I‐280 EB PM Foothill Expwy. to SR 85 0.70 F (0.5)

136 I‐280 EB PM SR 85 to DeAnza Blvd. 1.31 F (2.5)

137 I‐280 EB PM DeAnza Blvd. to Wolfe Rd. 1.06 F (1.5)

138 I‐280 EB PM Wolfe Rd. to Lawrence Expwy. 1.24 F (0.5)

139 I‐280 EB PM Lawrence Expwy. to Saratoga Rd. 1.19 F (1.0)

140 I‐280 EB PM Saratoga Rd. to Winchester Blvd. 1.37 F (1.5)

16 I‐880 SB PM Montague Expwy to Brokaw Rd. 1.35 F (2.0)

17 I‐880 SB PM Brokaw Rd. to US 101 1.29 F (2.0)

18 I‐880 SB PM US 101 to N First St. 0.49 F (0.5)

19 I‐880 SB PM N. First St. to SR 87 0.40 F (1.5)

20 I‐880 SB PM SR 87 to Coleman Rd. 0.51 F (0.5)

85 SR 237 EB PM Middlefield Rd./Maude Ave. to US 101 0.71 F (1.0)

81 SR 237 EB PM Lawrence Expwy. to Great America Pkwy. 1.27 F (3.0)

79 SR 237 EB PM First St. to Zanker Rd. 1.61 F (1.5)

187 SR 85 SB PM SR 237 to El Camino Real 0.41 F (2.5)

188 SR 85 SB PM El Camino Real to Fremont Rd. 1.89 F (0.5)

308 US 101 NB PM San Antonio Rd. to Rengstorff Av. 0.71 F (3.5)

274 US 101 SB PM Oregon Expwy. to San Antonio Rd. 1.85 F (2.0)

273 US 101 SB PM S Antonio Rd. to Rengstorff Av. 0.71 F (2.5) 264 US 101 SB PM Great America Pkwy to Montague Exp 0.75 F (3.5) 263 US 101 SB PM Montague Expy to De La Cruz Blvd. 1.28 F (3.5)

261 US 101 SB PM SR 87 to N. First St. 0.64 F (1.0)

260 US 101 SB PM N. First St. to Old Bayshore Rd. 0.49 F (3.0)

259 US 101 SB PM Old Bayshore Rd. to I‐880 0.50 F (3.5)

258 US 101 SB PM I‐880 to Old Oakland Rd. 0.57 F (3.5)

TABLE 4.4 NON‐EXEMPT MIXED‐FLOW SEGMENTS OPERATING AT LOS F IN 2016

Non‐Exempt Segments at LOS F in 2016


130 I‐280 WB AM US 101 to McLaughlin Av. 0.37 F (2.5)

129 I‐280 WB AM McLaughlin Av. to 10th St. 0.92 F (3.0)

128 I‐280 WB AM 10th St. to SR 87 1.20 F (0.5)

127 I‐280 WB AM SR 87 to Bird Av. 0.35 F (1.5)

126 I‐280 WB AM Bird Av. to Meridian Av. 1.07 F (1.5)

120 I‐280 WB AM Wolfe Rd. to DeAnza Blvd. 1.06 F (1.0)

119 I‐280 WB AM De Anza Blvd. To SR 85 1.31 F (1.0)

118 I‐280 WB AM SR 85 to Foothill Expwy. 0.70 F (0.5)




52 I‐680 NB AM King Rd. to Capitol Expwy 1.00 F (1.0)

53 I‐680 NB AM Capitol Expwy to Alum Rock Av. 0.31 F (2.0)

54 I‐680 NB AM Alum Rock Av. to McKee Rd. 0.64 F (0.5)

42 I‐680 SB AM McKee Rd. to Alum Rock Av. 0.64 F (1.5)

41 I‐680 SB AM Alum Rock Av. to Capitol Expwy. 0.31 F (2.0)

15 I‐880 SB AM Great Mall Pkwy. to Montague Expwy. 0.98 F (0.5)

16 I‐880 SB AM Montague Expwy. to E Brokaw Rd 1.35 F (1.0)

18 I‐880 SB AM US 101 to N. First St. 0.49 F (2.0)

19 I‐880 SB AM N. First St. to SR 87 0.40 F (2.5)

23 I‐880 SB AM N. Bascom Av. to Stevens Cr 0.84 F (0.5)

31 SR 17 NB AM Summit Rd. to Bear Creek Rd. 4.06 F (2.0)

25 SR 17 NB AM Hamilton Av. to I‐280 1.61 F (0.5)

87 SR 237 EB AM SR 85 to Central Expwy. 0.63 F (0.5)

91 SR 237 WB AM Zanker Rd. to N. First St. 1.61 F (1.5)

92 SR 237 WB AM N. First St. to Grt. America Pkwy. 1.00 F (2.0)

93 SR 237 WB AM Grt. America Pkwy. to Lawrence Expwy. 1.27 F (2.0)

94 SR 237 WB AM Lawrence Expwy. to N. Fair Oaks Av. 0.63 F (2.0)

95 SR 237 WB AM N. Fair Oaks Av. to Mathilda Av. 0.96 F (2.5)

100 SR 237 WB AM SR 85 to El Camino Real 0.40 F (0.5)

183 SR 85 NB AM Cottle Rd. to Blossom Hill Rd. 1.96 F (0.5)

182 SR 85 NB AM Blossom Hill Rd. to SR 87 1.27 F (2.0)

181 SR 85 NB AM SR 87 to Almaden Expwy. 0.94 F (2.5)

180 SR 85 NB AM Almaden Expwy. to Camden Av. 1.97 F (3.0)

179 SR 85 NB AM Camden Av. to Union Av. 1.17 F (2.5)

178 SR 85 NB AM Union Ave. to Bascom Av. 1.13 F (2.5)

177 SR 85 NB AM Bascom Av. to SR 17 0.27 F (3.0)

176 SR 85 NB AM SR 17 to Winchester Blvd. 0.50 F (3.0)

175 SR 85 NB AM Winchester Blvd. to Saratoga Av. 2.68 F (1.5)

174 SR 85 NB AM Saratoga Av. to De Anza Blvd. 2.19 F (0.5)

172 SB 85 NB AM Stevens Creek Blvd. to I‐280 0.75 F (1.0)

169 SR 85 NB AM Fremont Ave. to El Camino Real 1.89 F (1.0)

70 SR 87 NB AM SR 85 to Capitol Expwy. 1.09 F (2.0)

71 SR 87 NB AM Capitol Expwy. to Curtner Av. 1.49 F (3.0)

72 SR 87 NB AM Curtner Av. to Almaden Expwy. 0.73 F (3.0)

75 SR 87 NB AM I‐280 to Julian St. 0.96 F (1.0)

76 SR 87 NB AM Julian St. to Coleman St. 0.38 F (2.5)

416 SR 87 NB AM Taylor St. to Airport Pkwy. 1.87 F (0.5)

418 SR 87 NB AM Airport Pkwy. to US 101 0.67 F (3.0)

309.02 US 101 NB AM San Martin Av. to Tennant Av. 3.55 F (1.5)

309.01 US 101 NB AM Tennant Av. to E. Dunne Av. 0.96 F (2.0)

282 US 101 NB AM Bernal Rd. to Silver Crk Valley Rd. 1.57 F (0.5)

283 US 101 NB AM Silver Crk Valley Rd. to Hellyer Rd. 1.84 F (3.0)

284 US 101 NB AM Hellyer Rd. to Yerba Buena Rd. 0.90 F (3.0)

285 US 101 NB AM Yerba Buena Rd. to Capitol Expwy. 0.80 F (3.0)

286 US 101 NB AM Capitol Expwy. to Tully Rd. 1.33 F (3.0)

287 US 101 NB AM Tully Rd. to Story Rd 1.46 F (1.5)

288 US 101 NB AM Story Rd to I‐280 0.38 F (2.0)

296 US 101 NB AM SR 87 (Guadalupe) to De La Cruz Blvd. 0.77 F (3.5)

297 US 101 NB AM De La Cruz Blvd. to Montague Expwy. 1.28 F (2.5)




298 US 101 NB AM Montague to Bower Av./Great America Pkwy.

0.75 F (2.5)

299 US 101 NB AM Bower Av./Great America Pkwy. to Lawrence Expwy.

1.12 F (2.0)

300 US 101 NB AM Lawrence Expwy. to N. Fair Oaks Av. 0.98 F (2.5)

301 US 101 NB AM N. Fair Oaks Av. to N. Mathilda Av. 0.85 F (0.5)

303 US 101 NB AM SR 237 to Moffett Blvd. 1.68 F (1.0)

304 US 101 NB AM Moffett Blvd. to SR 85 0.33 F (2.0)

309 US 101 NB AM Oregon Expwy. to Embarcadero Rd. 0.15 F (0.5)

131 I‐280 EB PM Page Mill Rd. to La Barranca Rd. 1.73 F (1.0)

132 I‐280 EB PM La Barranca Rd. to El Monte Av. 1.60 F (1.5)

133 I‐280 EB PM El Monte Av. to Magdalena Av. 0.95 F (3.5)

141 I‐280 EB PM Winchester Blvd. to I‐880 0.55 F (2.0)

142 I‐280 EB PM I‐880 to Meridian Av. 1.40 F (3.5)

143 I‐280 EB PM Meridian Av. to Bird Av. 1.07 F (3.0)

144 I‐280 EB PM Bird Av. to SR 87 0.35 F (3.0)

145 I‐280 EB PM SR 87 to 10th St. 1.20 F (2.0)

127 I‐280 WB PM SR 87 to Bird Av. 0.35 F (1.0)

113.1 I‐280 WB PM Page Mill Rd. to Alpine Rd. 2.25 F (0.5)

49 I‐680 SB PM Jacklin Rd. to SR 237 0.85 F (0.5)

48 I‐680 SB PM SR 237 to Yosemite Dr. 0.69 F (1.5)

47 I‐680 SB PM Yosemite Dr. to Montague Expwy. 0.77 F (2.0)

46 I‐680 SB PM Montague Expwy. to Capitol Av. 1.00 F (2.0)

45 I‐680 SB PM Capitol Av. to Hostetter Rd. 0.31 F (2.5)

44 I‐680 SB PM Hostetter Rd. to Berryessa Rd. 0.94 F (1.0)

11 I‐880 NB PM Stevens Creek Blvd. to N. Bascom Av. 0.84 F (1.0)

10 I‐880 NB PM N. Bascom Av. to The Alameda 0.82 F (2.0)

9 I‐880 NB PM The Alameda to Coleman Av. 0.59 F (3.0)

8 I‐880 NB PM Coleman Av. to SR 87 0.51 F (3.0)

7 I‐880 NB PM SR 87 to N. First St. 0.40 F (1.0)

6 I‐880 NB PM N. First St. to US 101 0.49 F (0.5)

14 I‐880 SB PM SR 237/ Great Mall Pkwy. 0.72 F (0.5)

15 I‐880 SB PM Great Mall Pkwy. to Montague Expwy. 0.98 F (1.5)

21 I‐880 SB PM Coleman Av. to The Alameda 0.59 F (0.5)

35 SR 17 SB PM SR 85 to Lark Av. 0.46 F (0.5)

36 SR 17 SB PM Lark Av. to Saratoga Av. 1.81 F (0.5)

37 SR 17 SB PM Saratoga to Bear Creek Rd. 2.90 F (0.5)

38 SR 17 SB PM Bear Creek Rd. to Summit Rd. 4.06 F (0.5)

84 SR 237 EB PM US 101 to Mathilda Av. 0.53 F (2.0)

83 SR 237 EB PM Mathilda Av. to N. Fair Oaks Av. 0.96 F (2.0)

82 SR 237 EB PM N. Fair Oaks Av. to Lawrence Expwy. 0.63 F (2.5)

80 SR 237 EB PM Great America Pkwy. to N. First St. 1.00 F (3.0)

94 SR 237 WB PM Lawrence Expwy to N. Fair Oaks Av. 0.63 F (0.5)

95 SR 237 WB PM N. Fair Oaks Av. to Mathilda Av. 0.96 F (1.0)

96 SR 237 WB PM Mathilda Av. to US 101 0.53 F (0.5)

97 SR 237 WB PM US 101 to Middlefield Rd./Maude Av. 0.71 F (0.5)

98 SR 237 WB PM Maude Av. to Central Expwy. 0.53 F (1.0)

99 SR 237 WB PM Central Expwy. to SR 85 0.63 F (1.0)

185 SR 85 SB PM US 101 to Central Expwy. 1.24 F (1.0)

186 SR 85 SB PM Central Expwy. to SR 237 0.47 F (2.0)

191 SR 85 SB PM I‐280 to Stevens Creek Blvd. 0.75 F (0.5)




192 SR 85 SB PM Stevens Creek Blvd. to Saratoga‐Sunny Rd. 1.83 F (3.0)

193 SR 85 SB PM Saratoga‐Sunny Rd. to Saratoga Av. 1.83 F (1.0)

195 SR 85 SB PM Winchester Blvd. to SR 17 0.50 F (1.0)

196 SR 85 SB PM SR 17 to Bascom Av. 0.27 F (1.5)

197 SR 85 SB PM Bascom Av. to Union Av. 1.13 F (3.0)

201 SR 85 SB PM SR 87 to Blossom Hill Rd. 1.27 F (0.5)

419 SR 87 SB PM US 101 to Airport Pkwy. 0.67 F (1.0)

417 SR 87 SB PM Airport Pkwy. to Taylor St. 1.87 F (2.5)

415 SR 87 SB PM Taylor St. to Coleman Av. 0.41 F (3.0)

68 SR 87 SB PM Julian St. to I‐280 0.96 F (1.0)

67 SR 87 SB PM I‐280 to Alma Av. 0.90 F (2.5)

66 SR 87 SB PM Alma Av. to Almaden Expwy. 0.69 F (1.5)

304 US 101 NB PM Moffett Blvd. to SR 85 0.33 F (1.0)

305 US 101 NB PM SR 85 to Shoreline Blvd. 0.38 F (1.0)

306 US 101 NB PM Shoreline Blvd. to Rengstorff Av. 1.01 F (2.5)

307 US 101 NB PM Rengstorff Av. to San Antonio Rd. 0.71 F (3.5)

309 US 101 NB PM Oregon Expwy. to Embarcadero Rd. 0.15 F (1.0)

275.08 US 101 SB PM Monterey Rd. to Bloomfield Av. 1.85 F (1.0)

243 US 101 SB PM Burnett Av. (Lane Drop) to Cochrane Rd. 0.87 F (1.0)

244 US 101 SB PM Sheller Av./Coyote Crk to Burnett Av. (Lane Drop)

2.57 F (0.5)

265 US 101 SB PM Lawrence Expwy. to Great America Pkwy 1.12 F (3.5)

266 US 101 SB PM N. Fair Oaks Av. to Lawrence Expwy. 0.98 F (0.5)

267 US 101 SB PM Mathilda Av. to N. Fair Oaks Av. 0.85 F (0.5)

268 US 101 SB PM SR 237 to Mathilda Av. 0.35 F (1.0)

269 US 101 SB PM Moffett Blvd. to SR 237 1.68 F (1.5)

270 US 101 SB PM SR 85 to Moffett Blvd. 0.33 F (1.0)

275 US 101 SB PM Embarcadero Rd. to Oregon Expwy. 0.15 F (1.5)

Mixed-Flow Level of Service Analysis In2016,therewere859mixed‐flowlane‐milesoffreewayinSantaClaraCounty.Figure4.2summarizestheoveralloperationofthefreewaysystem,includinglanemilesoperatingateachLOS,regardlessofCMPexemption.Thesevaluesarebasedonthemostcongestedtimerecordedforeachsegmentduringtheaerialdatacollection.


Intotal,256(30%)and257(30%)lane‐milesoperatedatLOSFintheAMandPMtimeperiods,respectively,in2016.Thisrepresentsadecreaseof16lane‐milesintheAMperiodandanincreaseof29lane‐milesinthePMperiodfrom2015.FortheAMtimeperiod,LOSEincreasedby4%whilebothLOSCandDdecreasedby1to2%.LOSBshowedminimaldifferenceinlane‐miles,andLOSAincreased1%inlane‐miles.ForthePMtimeperiod,lane‐milesoperatingatLOSEincreasedby1%between2015and2016whileLOSDandAlane‐milesdecreasedby1%.LOSCshowedminimaldifference,andLOSBlane‐milesdecreasedby4%.

Figures4.3and4.4detailthepercentofmixedflowlane‐milesoperatingateachLOSoverthelastfive(5)yearsfortheAMandPMpeakperiods,respectively.Comparing2015AMresultstothepreviousyears,thenumberoflane‐milesoperatingatLOSD,E,orFhasremainedintherangeof55%to60%ofallmixedflowlane‐miles.The2016AMmonitoringshowsthenumberofmixedflowlane‐milesatLOSDdecreasedby14lane‐miles,LOSEincreasedby35lane‐miles,andLOSFdecreasedby14lane‐milesfrom2015monitoring.

DuringthePMpeakoverthelastfive(5)years,thenumberoflane‐milesoperatingatLOSD,E,orFhasremainedintherangeof60%to65%ofallmixedflowlane‐miles.The2016PMmonitoringshowsthenumberofmixedflowlane‐milesatLOSDdecreasedby8lane‐miles,LOSEincreasedby10lane‐miles,andLOSFincreasedby29lane‐milesfrom2015monitoring.

15

146

203

167

72

256

3

72

225234

68

257

0

50

100

150

200

250

300

A B C D E F

Freeway M

ixed

‐Flow M

iles

Level of ServiceAM PM

Figure4.22016FreewayMixed‐FlowLaneMileOperation


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2012 2013 2014 2015 2016

Percent of Mixed

Flow Lane‐Miles

Monitoring Year and Peak Period

AM

LOS F LOS E LOS D LOS C LOS B LOS A

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2012 2013 2014 2015 2016

Percent of Mixed

Flow Lane‐Miles


PM


Figure4.3MixedFlowLaneMilesatEachLOS,2012‐2016(AMPeak)

Figure4.4MixedFlowLaneMilesatEachLOS,2012‐2016(PMPeak)


Figure4.5MixedFlowLevelofServiceintheAMPeakPeriod


Figure4.6MixedFlowLevelofServiceinthePMPeakPeriod


HOV Level of Service Analysis Thereare185directionalmilesofHOVlanesthroughoutthefreewaynetworkinSantaClaraCounty.Figure4.7showstheresultsoftheHOVlaneLOSanalysisfor2016.About67%oftheHOVlanesoperateatLOSDorbetterintheAMpeakdownfrom69%in2015,while78%operateatLOSDorbetterinthePMpeakhour,downfrom85%in2015.FewersegmentsoperatingatLOSEandLOSFinthePMpeakthanintheAMpeaksuggeststhatHOVlaneuseismoreconcentratedintheAMpeak,resultinginslowerspeedsandaworseLOSduringthemorning.TheoveralldecreaseinHOVlanesoperatingatLOSDorbettersuggestsgenerallyhigherconcentrationsofHOVlaneuseacrossthenetwork,atrendobservedacrossrecentyears.

HOVoperatesatamuchhigherlevelofservicecomparedtomixed‐flowlanes.However,somesegmentsoftheHOVsystemoperateatLOSF.These83segments(16morethanin2015)accountfor54lane‐miles(10morethanin2015)duringtheAMpeakand26lane‐miles(9morethanin2015)duringthePMpeak.Thisisapproximately28%oftheHOVsystemintheAMpeakand14%oftheHOVsysteminthePMpeak.

55

31

15

27

9

54

43 45

21

40

15

26

0

10

20

30

40

50

60

A B C D E F

Freeway HOV Lane Miles

Level of Service

AM PM

Figure4.72016FreewayHOVLaneMileOperation


Inadditiontotheresultsfor2016,Figure4.8and4.9detailthepercentofHOVlane‐milesoperatingateachLOSgradeoverthelastfive(5)yearsfortheAMandPMpeakperiods,respectively.Comparing2016AMresultstothoseofthepreviousyears,thenumberoflane‐milesoperatingatLOSD,E,orFhasbeenrisingfromaround40%in2012to47%in2016.The2016AMmonitoringshowsthenumberofHOVlane‐milesatLOSDincreasedby4lane‐miles,LOSEdecreasedby8lane‐miles,andLOSFincreasedby6lane‐milesfrom2015monitoring.

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2012 2013 2014 2015 2016

Percent of HOV Lane‐Miles


AM


0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

2012 2013 2014 2015 2016

Percent of HOV Lane‐Miles


PM


Figure4.8HOVLaneMilesatEachLOS,2012‐2016(AMPeak)

Figure4.9HOVLaneMilesatEachLOS,2010‐2014(PMPeak)


Table4.5andTable4.6presentthelistofHOVsegmentsoperatingatLOSFintheAMandPMpeaks,respectively.AllsegmentsinwhichtheHOVlaneoperatedatLOSFalsohadmixedflowoperationsatLOSFfor2016exceptthetwofollowingsegments:

I‐880southbound–DixonLandingtoSR237:TheHOVlaneoperatedatLOSFfor30minutesduringtheAMpeakduetospillbackofcongestionfromSR237westbound.Itisimportanttonotehowever,thattheintersectionofI‐880andSR237isafreewayoff‐rampandtheexitfreewaygeometryisdifferentversusatDixonLandingRd.

US101northbound–MathildatoSR237:TheHOVlaneoperatedatLOSFfor30minutesduringtheAMpeak.Thissegmentisattheendofa12‐milesectionofcongestedmixedflowandHOVlanes.Thecongestioninthemixedflowlanesextendstothedownstreamsegment(N.FairOakstoN.MathildaAve)whilecongestionintheHOVlaneextendsalittlefarther.Historicaldatashowthissegmenthasfluctuatedbetweenbeingcongestedandnotcongestedinrecentyears.

HOVlanesexperiencetwotypesofweavingmovements:oneinwhichdriverswishingtousetheHOVlanemergefromtheadjacentmixedflowlanesandoneinwhichHOVdriverswishingtoexitthefreewaymergeintoadjacentmixedflowlanes.Whenadjacentmixedflowlanesarecongested,thesemergemovementscanslowdownvehiclesintheHOVlane.TheLOSFresultsintheHOVlanesmaybetheresultofweavingmovementsratherthandemandexceedingcapacity.Ifthisisthecase,conditionscouldbeimprovedthroughoperationalimprovementssuchasdirectinterchangeHOVlaneconnectionsordirectHOV‐lane‐to‐off‐rampconnections.


Figure4.10HOVLevelofServiceintheAMPeakPeriod


Figure4.11HOVLevelofServiceinthePMPeakPeriod


TABLE 4.5 HOV SEGMENTS AT LOS F – AM PEAK PERIOD

ID Freeway Dir From To Length

118 I‐280 WB SR 85 Foothill Expwy. 0.7

121 I‐280 WB Lawrence Expwy. Wolfe Rd. 1.2

122 I‐280 WB Saratoga Av. Lawrence Expwy 1.2

123 I‐280 WB Winchester Blvd. Saratoga Av. 1.4

124 I‐280 WB SR 17 (I‐880) Winchester Blvd. 0.6

125 I‐280 WB Meridian Av. SR 17 (I‐880) 1.4

5 I‐880 NB US 101 Brokaw Rd. 1.3

13 I‐880 SB Dixon Landing Rd. SR 237 2.0

17 I‐880 SB Brokaw Rd. US 101 1.3

89 SR 237 WB I‐880 McCarthy Blvd. 0.4

90 SR 237 WB McCarthy Blvd. Zanker Rd. 0.9

91 SR 237 WB Zanker Rd. N. First St 1.6

92 SR 237 WB N. First St. Grt. America Pkwy. 1.0

93 SR 237 WB Grt. America Pkwy. Lawrence Expwy 1.3

94 SR 237 WB Lawrence Expwy. N. Fair Oaks Av. 0.6

169 SR 85 NB Fremont Av. El Camino Real 1.9

170 SR 85 NB Homestead Rd. Fremont Rd. 1.0

171 SR 85 NB I‐280 Homestead Rd. 0.3

172 SR 85 NB Stevens Creek Blvd. I‐280 0.8

175 SR 85 NB Winchester Blvd. Saratoga Av. 2.7

176 SR 85 NB SR 17 Winchester Blvd. 0.5

177 SR 85 NB Bascom Av. SR 17 0.3

178 SR 85 NB Union Av. Bascom Av. 1.1

179 SR 85 NB Camden Av. Union Av. 1.2

180 SR 85 NB Almaden Expwy. Camden Av. 2.0

181 SR 85 NB SR 87 Almaden Expwy. 0.9

182 SR 85 NB Blossom Hill Rd. SR 87 1.3

70 SR 87 NB SR 85 Capitol Expwy. 1.1

71 SR 87 NB Capitol Expwy. Curtner Av. 1.5

72 SR 87 NB Curtner Av. Almaden Expwy. 0.7

75 SR 87 NB I‐280 Julian St. 1.0

76 SR 87 NB Julian St. Coleman St. 0.4

418 SR 87 NB Airport Rd. US 101 0.7

283 US 101 NB Silver Crk Valley Rd. Hellyer Rd. 1.8

284 US 101 NB Hellyer Rd. Yerba Buena Rd. 0.9

286 US 101 NB Capitol Expwy. Tully Rd. 1.3

287 US 101 NB Tully Rd. Story Rd. 1.5

288 US 101 NB Story Rd. I‐280 0.4

295 US 101 NB N. First St. SR 87 0.6


TABLE 4.6 HOV SEGMENTS AT LOS F – PM PEAK PERIOD


136 I‐280 EB SR 85 DeAnza Blvd. 1.3

137 I‐280 EB DeAnza Blvd. Wolfe Rd. 1.1

140 I‐280 EB Saratoga Rd. Winchester Blvd. 1.4

141 I‐280 EB Winchester Blvd. I‐880 0.6

142 I‐280 EB I‐880 Meridian Av. 1.4

80 SR 237 EB Great America Pkwy. N. First St. 1.0

81 SR 237 EB Lawrence Expwy. Great America Pkwy. 1.3

82 SR 237 EB N. Fair Oaks Av. Lawrence Expwy. 0.6

83 SR 237 EB Mathilda Av. N. Fair Oaks Av. 1.0

185 SR 85 SB US 101 Central Expwy. 1.2

186 SR 85 SB Central Expwy. SR 237 0.5

187 SR 85 SB SR 237 El Camino Real 0.4

191 SR 85 SB I‐280 Stevens Creek Blvd. 0.8

192 SR 85 SB Stevens Creek Blvd. Saratoga‐Sunnyvale Rd. 1.8

196 SR 85 SB SR 17 Bascom Av. 0.3

297 US 101 NB De La Cruz Blvd. Montague Expwy. 1.3

298 US 101 NB Montague Expwy.

Bower Av./Great American Pkwy. 0.8

300 US 101 NB Lawrence Expwy. N. Fair Oaks Av. 1.0

302 US 101 NB Mathilda Av. SR 237 0.4

304 US 101 NB Moffett Blvd. SR 85 0.3

309 US 101 NB Oregon Expwy. Embarcadero Rd. 0.2

285 US 101 NB Yerba Buena Rd. Capitol Expwy. 0.8

289 US 101 NB I‐280 Santa Clara St. 0.9

290 US 101 NB Santa Clara St. McKee Rd. 0.4

291 US 101 NB McKee Rd. Old Oakland Rd. 1.6

292 US 101 NB Old Oakland Rd. I‐880 0.6

293 US 101 NB I‐880 Old Bayshore Rd. 0.5

294 US 101 NB Old Bayshore Rd. N. First St. 0.5

296 US 101 NB SR 87 De La Cruz Blvd. 0.8

299 US 101 NB

Bower Av./Great American Pkwy.

Lawrence Expwy. 1.1

303 US 101 NB SR 237 Moffett Blvd. 1.7

Total Congested Miles on I‐280 6.5


Total Congested Miles on SR 237 5.9



Total Congested Miles on US‐101 19.2



197 SR 85 SB Bascom Av. Union Av. 1.1

309 US 101 NB Oregon Expwy. Embarcadero Rd. 0.2

244 US 101 SB Sheller Av./Coyote Crk Burnett Av. (Lane Drop) 2.6

258 US 101 SB I‐880 Old Oakland Rd. 0.6

259 US 101 SB Old Bayshore Rd. I‐880 0.5

260 US 101 SB N. First St. Old Bayshore Rd. 0.5

261 US 101 SB SR 87 N. First St. 0.6

263 US 101 SB Montague Expwy. De La Cruz Blvd. 1.3

264 US 101 SB Great America Pkwy. Montague Expwy. 0.8

265 US 101 SB Lawrence Expwy. Great America Pkwy. 1.1

266 US 101 SB N. Fair Oaks Av. Lawrence Expwy. 1.0

267 US 101 SB Mathilda Av. N. Fair Oaks Av. 0.9

268 US 101 SB SR 237 Mathilda Av. 0.4

270 US 101 SB SR 85 Moffett Blvd. 0.3

275 US 101 SB Embarcadero Rd. Oregon Expwy 0.2




Total Congested Miles on US 101 10.7


Table 4.7 2016 Freeway LOS – AM Peak Period

Miles

Number of Lanes Peak Photo Time

Max Density LOS (Density) Speed Flow

ID Facility Dir From/To From/To Total Mixed HOV Mixed HOV Mixed HOV Mixed HOV Mixed HOV

31 SR 17 NB Summit Rd. Bear Creek Rd. 4.06 2 2 0 07:40 ‐ 08:00 92 0 F 16 2950

30 SR 17 NB Bear Creek Rd. Saratoga Av. 2.90 2 2 0 08:20 ‐ 08:40 63 0 F 31 3910

29 SR 17 NB Saratoga Av. Lark Av. 1.81 2 2 0 08:20 ‐ 08:40 50 0 E 42 4200

28 SR 17 NB Lark Av. SR 85 0.46 2 2 0 07:20 ‐ 07:40 32 0 D 64 4100

27 SR 17 NB SR 85 San Tomas Expwy. / Camden Av.

1.17 3 3 0 06:40 ‐ 07:00 24 0 C 66 4760

26 SR 17 NB San Tomas Expwy. / Camden Av.

Hamilton Av. 1.82 3 3 0 08:20 ‐ 08:40 52 0 E 40 6240

25 SR 17 NB Hamilton Av. I‐280 1.61 3 3 0 06:40 ‐ 07:00 59 0 F 34 6020

184 SR 85 NB US 101 Cottle Rd. 1.79 3 2 1 07:00 ‐ 07:20 46 44 D D 47 50 4330 2200

183 SR 85 NB Cottle Rd. Blossom Hill Rd. 1.96 3 2 1 08:00 ‐ 08:20 78 48 F E 22 45 3440 2160

182 SR 85 NB Blossom Hill Rd. SR 87 1.27 3 2 1 08:00 ‐ 08:20 103 101 F F 13 14 2680 1420

181 SR 85 NB SR 87 Almaden Expwy. 0.94 3 2 1 08:00 ‐ 08:20 116 102 F F 10 13 2320 1330

180 SR 85 NB Almaden Expwy. Camden Av. 1.97 3 2 1 08:40 ‐ 09:00 107 100 F F 12 14 2570 1400

179 SR 85 NB Camden Av. Union Av. 1.17 3 2 1 07:00 ‐ 07:20 107 81 F F 12 21 2570 1710

178 SR 85 NB Union Av. S. Bascom Av. 1.13 3 2 1 07:00 ‐ 07:20 91 100 F F 17 14 3100 1400

177 SR 85 NB S. Bascom Av. SR 17 0.27 3 2 1 08:40 ‐ 09:00 114 116 F F 10 10 2280 1160

176 SR 85 NB SR 17 Winchester Blvd. 0.50 3 2 1 08:20 ‐ 08:40 117 122 F F 10 9 2340 1100

175 SR 85 NB Winchester Blvd. Saratoga Av. 2.68 3 2 1 07:00 ‐ 07:20 81 65 F F 21 29 3410 1890

174 SR 85 NB Saratoga Av. Saratoga‐Sunnyvale Rd. 2.19 3 2 1 07:00 ‐ 07:20 64 50 F E 30 42 3840 2100

173 SR 85 NB Saratoga‐Sunnyvale Rd. Stevens Creek Blvd. 1.83 3 2 1 07:00 ‐ 07:20 49 33 E D 43 64 4220 2120

172 SR 85 NB Stevens Creek Blvd. I‐280 0.75 3 2 1 08:20 ‐ 08:40 72 106 F F 25 12 3600 1280

171 SR 85 NB I‐280 W. Homestead Rd. 0.34 3 2 1 08:40 ‐ 09:00 111 126 F F 11 8 2940 1010

170 SR 85 NB W. Homestead Rd. W. Fremont Av. 1.00 3 2 1 08:40 ‐ 09:00 103 109 F F 13 12 2680 1310

169 SR 85 NB W. Fremont Av. El Camino Real 1.89 3 2 1 09:00 ‐ 09:20 73 78 F F 25 22 3650 1720

168 SR 85 NB El Camino Real SR 237 0.41 3 2 1 08:40 ‐ 09:00 41 42 D D 54 52 4430 2190

167 SR 85 NB SR 237 Central Expwy. 0.47 3 2 1 08:00 ‐ 08:20 21 22 C C 66 66 2780 1460

166 SR 85 NB Central Expwy. US 101 1.24 3 2 1 08:20 ‐ 08:40 34 32 D D 63 64 4290 2050



Miles




70 SR 87 NB SR 85 Capitol Expwy. 1.09 3 2 1 07:40 ‐ 08:00 95 137 F F 15 6 2850 830

71 SR 87 NB Capitol Expwy. Curtner Av. 1.49 3 2 1 07:40 ‐ 08:00 113 100 F F 11 14 2490 1400

72 SR 87 NB Curtner Av. Almaden Rd. 0.73 3 2 1 07:20 ‐ 07:40 108 80 F F 12 21 2600 1680

73 SR 87 NB Almaden Rd. Alma Av. 0.69 3 2 1 08:00 ‐ 08:20 58 49 E E 35 43 4060 2110

74 SR 87 NB Alma Av. I‐280 0.90 3 2 1 08:40 ‐ 09:00 35 27 D D 62 66 4340 1790

75 SR 87 NB I‐280 Julian St. 0.96 3 2 1 08:00 ‐ 08:20 93 72 F F 16 25 2980 1800

76 SR 87 NB Julian St. Coleman Av. 0.38 3 2 1 08:00 ‐ 08:20 102 63 F F 13 31 2660 1960

414 SR 87 NB Coleman St. Taylor St. 0.41 3 2 1 08:40 ‐ 09:00 51 46 E D 41 47 4190 2170

416 SR 87 NB Taylor St. Skyport Dr. 1.87 3 2 1 08:40 ‐ 09:00 62 36 F D 32 61 3970 2200

418 SR 87 NB Skyport Dr. US 101 0.67 3 2 1 09:00 ‐ 09:20 128 102 F F 8 13 2050 1330

309.11

US 101 NB SR 156 SR 129 1.78 2 2 0 07:40 ‐ 08:00 15 0 B 67 2000

309.1 US 101 NB SR 129 Betabel Rd. 1.61 2 2 0 07:20 ‐ 07:40 16 0 B 67 2130

309.09

US 101 NB Betabel Rd. Bloomfield Av. 4.15 2 2 0 06:40 ‐ 07:00 17 0 B 67 2270

309.08

US 101 NB Bloomfield Av. Monterey Rd. 1.85 2 2 0 08:00 ‐ 08:20 24 0 C 66 3170

309.07

US 101 NB Monterey Rd. Pacheco Pass Hwy. 1.11 3 3 0 08:00 ‐ 08:20 21 0 C 66 4160

309.06

US 101 NB Pacheco Pass Hwy. Leavesley Rd. 1.46 3 3 0 08:40 ‐ 09:00 21 0 C 66 4160

309.05

US 101 NB Leavesley Rd. Buena Vista Av. 1.60 3 3 0 06:20 ‐ 06:40 22 0 C 66 4360

309.04

US 101 NB Buena Vista Av. Masten Av. 1.16 3 3 0 07:40 ‐ 08:00 20 0 C 66 3960

309.03

US 101 NB Masten Av. San Martin Av. 2.17 3 3 0 06:20 ‐ 06:40 24 0 C 66 4760

309.02

US 101 NB San Martin Av. Tennant Av. 3.55 3 3 0 06:20 ‐ 06:40 83 0 F 20 4980

309.01

US 101 NB Tennant Av. East Dunne Av. 0.96 3 3 0 06:40 ‐ 07:00 92 0 F 16 4420

276 US 101 NB East Dunne Av. Cochrane Rd. 1.82 3 3 0 06:20 ‐ 06:40 51 0 E 41 6280

277 US 101 NB Cochrane Rd. Burnett Av. (Lane Drop) 0.87 4 3 1 06:40 ‐ 07:00 32 23 D C 64 66 6150 1520

278 US 101 NB Burnett Av. (Lane Drop) Sheller Av. 2.57 4 3 1 06:40 ‐ 07:00 31 35 D D 65 62 6050 2170

279 US 101 NB Sheller Av. Lane Drop (SB) 4.32 4 3 1 06:20 ‐ 06:40 27 30 D D 66 65 5310 1950



Miles




280 US 101 NB Lane Drop (SB) SR 85 1.00 4 3 1 08:20 ‐ 08:40 23 17 C B 66 67 4560 1140

281 US 101 NB SR 85 Bernal Rd. 0.20 4 3 1 08:20 ‐ 08:40 35 25 D C 62 66 6510 1650

282 US 101 NB Bernal Rd. Silver Creek Valley Rd. 1.48 4 3 1 07:40 ‐ 08:00 60 21 F C 33 66 5940 1390

283 US 101 NB Silver Creek Valley Rd. Hellyer Av. 1.84 4 3 1 07:40 ‐ 08:00 120 92 F F 9 16 3240 1480

284 US 101 NB Hellyer Av. Yerba Buena Rd. 0.90 4 3 1 08:20 ‐ 08:40 111 72 F F 11 25 3670 1800

285 US 101 NB Yerba Buena Rd. Capitol Expwy. 0.80 4 3 1 08:20 ‐ 08:40 101 63 F F 14 31 4250 1960

286 US 101 NB Capitol Expwy. Tully Rd. 1.33 4 3 1 08:20 ‐ 08:40 80 60 F F 21 33 5040 1980

287 US 101 NB Tully Rd. Story Rd. 1.46 4 3 1 09:00 ‐ 09:20 78 84 F F 22 19 5150 1600

288 US 101 NB Story Rd. I‐280 0.38 4 3 1 08:00 ‐ 08:20 89 84 F F 18 19 4810 1600

289 US 101 NB I‐280 Santa Clara St. 0.88 4 3 1 07:40 ‐ 08:00 120 122 F F 9 9 3240 1100

290 US 101 NB Santa Clara St. McKee Rd. 0.39 4 3 1 08:20 ‐ 08:40 110 97 F F 11 15 3630 1460

291 US 101 NB McKee Rd. Oakland Rd. 1.58 4 3 1 08:20 ‐ 08:40 112 87 F F 11 18 3700 1570

292 US 101 NB Oakland Rd. I‐880 0.57 4 3 1 08:00 ‐ 08:20 107 100 F F 12 14 3860 1400

293 US 101 NB I‐880 Old Bayshore Hwy. 0.50 4 3 1 09:00 ‐ 09:20 127 98 F F 8 15 3050 1470

294 US 101 NB Old Bayshore Hwy. N. First St. 0.49 4 3 1 08:20 ‐ 08:40 122 108 F F 9 12 3300 1300

295 US 101 NB N. First St. Guadalupe Pkwy. 0.64 4 3 1 08:20 ‐ 08:40 108 110 F F 12 11 3890 1210

296 US 101 NB Guadalupe Pkwy. De La Cruz Blvd. 0.77 4 3 1 07:40 ‐ 08:00 127 107 F F 8 12 3050 1290

297 US 101 NB De La Cruz Blvd. Montague Expwy. / Santa Tomas Expwy.

1.28 4 3 1 08:00 ‐ 08:20 76 71 F F 23 26 5250 1850

298 US 101 NB Montague Expwy. / Santa Tomas Expwy.

Bower Av. / Great America Pkwy.

0.75 4 3 1 07:40 ‐ 08:00 97 86 F F 15 19 4370 1640

299 US 101 NB Bower Av. / Great American Pkwy.

Lawrence Expwy. 1.12 4 3 1 09:00 ‐ 09:20 93 81 F F 16 21 4470 1710

300 US 101 NB Lawrence Expwy. N. Fair Oaks Av. 0.98 4 3 1 09:00 ‐ 09:20 84 73 F F 19 25 4790 1830

301 US 101 NB N. Fair Oaks Av. N. Mathilda Av. 0.85 4 3 1 07:20 ‐ 07:40 60 54 F E 33 38 5940 2060

302 US 101 NB N. Mathilda Av. SR 237 0.35 4 3 1 07:20 ‐ 07:40 49 71 E F 43 26 6330 1850

303 US 101 NB SR 237 Moffett Blvd. 1.68 4 3 1 07:40 ‐ 08:00 67 64 F F 28 30 5630 1920

304 US 101 NB Moffett Blvd. SR 85 0.33 4 3 1 08:20 ‐ 08:40 97 67 F F 15 28 4370 1880

305 US 101 NB SR 85 N. Shoreline Blvd. 0.38 5 4 1 07:20 ‐ 07:40 75 34 F D 24 63 7200 2150

306 US 101 NB N. Shoreline Blvd. Rengstorff Av. 1.01 5 3 2 07:40 ‐ 08:00 70 34 F D 26 63 5460 4290



Miles




307 US 101 NB Rengstorff Av. San Antonio Av. 0.71 5 3 2 07:20 ‐ 07:40 54 25 E C 38 66 6160 3300

308 US 101 NB San Antonio Av. Oregon Expwy. 1.85 5 3 2 08:20 ‐ 08:40 58 40 E D 35 55 6090 3520

309 US 101 NB Oregon Expwy. Embarcadero Rd. 0.15 4 3 1 07:40 ‐ 08:00 68 72 F F 27 25 5510 1800

88 SR 237 EB El Camino Real SR 85 0.40 2 2 0 09:00 ‐ 09:20 44 0 D 50 4400

87 SR 237 EB SR 85 Central Pkwy. 0.63 2 2 0 08:40 ‐ 09:00 73 0 F 25 3650

86 SR 237 EB Central Pkwy. Maude Av. 0.80 2 2 0 08:20 ‐ 08:40 51 0 E 41 4190

85 SR 237 EB Maude Av. US 101 0.71 2 2 0 08:00 ‐ 08:20 23 0 C 66 3040

84 SR 237 EB US 101 Mathilda Av. 0.53 2 2 0 09:00 ‐ 09:20 40 0 D 55 4400

83 SR 237 EB Mathilda Av. N. Fair Oaks Av. 0.96 3 2 1 07:20 ‐ 07:40 33 12 D B 64 67 4230 810

82 SR 237 EB N. Fair Oaks Av. Lawrence Expwy. 0.63 3 2 1 07:20 ‐ 07:40 33 19 D C 64 66 4230 1260

81 SR 237 EB Lawrence Expwy. Great America Pkwy. 1.27 3 2 1 08:00 ‐ 08:20 32 18 D B 64 67 4100 1210

80 SR 237 EB Great America Pkwy. N. First St. 1.00 3 2 1 08:40 ‐ 09:00 32 21 D C 64 66 4100 1390

79 SR 237 EB N. First St. Zanker Rd. 1.61 3 2 1 08:40 ‐ 09:00 45 15 D B 48 67 4320 1010

78 SR 237 EB Zanker Rd. McCarthy Blvd. 0.94 3 2 1 08:40 ‐ 09:00 28 15 D B 66 67 3670 1010

77 SR 237 EB McCarthy Blvd. I‐880 0.40 3 2 1 08:20 ‐ 08:40 21 7 C A 66 67 2860 470

130.1 I‐280 EB Alpine Rd. Page Mill Rd. 2.25 4 4 0 08:00 ‐ 08:20 29 0 D 65 7540

131 I‐280 EB Page Mill Rd. La Barranca Rd. 1.73 4 4 0 08:20 ‐ 08:40 22 0 C 66 5810

132 I‐280 EB La Barranca Rd.. El Monte Rd 1.60 4 4 0 08:00 ‐ 08:20 15 0 B 67 3990

133 I‐280 EB El Monte Rd. Magdalena Av. 0.95 4 4 0 09:00 ‐ 09:20 24 0 C 66 6340

134 I‐280 EB Magdalena Av. Foothill Expwy. 2.65 4 3 1 08:20 ‐ 08:40 25 10 C A 66 67 4950 670

135 I‐280 EB Foothill Expwy. SR 85 0.70 4 3 1 07:40 ‐ 08:00 23 11 C A 66 67 4560 740

136 I‐280 EB SR 85 De Anza Blvd. 1.31 4 3 1 08:00 ‐ 08:20 22 12 C B 66 67 4360 810

137 I‐280 EB De Anza Blvd. Wolfe Rd. 1.06 4 3 1 07:40 ‐ 08:00 22 22 C C 66 66 4360 1460

138 I‐280 EB Wolfe Rd. Lawrence Expwy. 1.24 4 3 1 08:00 ‐ 08:20 21 12 C B 66 67 4160 810

139 I‐280 EB Lawrence Expwy. Saratoga Av. 1.19 4 3 1 08:20 ‐ 08:40 37 14 D B 59 67 6550 940

140 I‐280 EB Saratoga Av. Winchester Blvd. 1.37 4 3 1 08:00 ‐ 08:20 34 13 D B 63 67 6430 880

141 I‐280 EB Winchester Blvd. I‐880 0.55 4 3 1 07:40 ‐ 08:00 22 16 C B 66 67 4360 1080



Miles




142 I‐280 EB I‐880 Meridian Av. 1.40 4 3 1 08:20 ‐ 08:40 23 12 C B 66 67 4560 810

143 I‐280 EB Meridian Av. Bird Av. 1.07 4 4 0 08:20 ‐ 08:40 46 0 D 47 8650

144 I‐280 EB Bird Av. SR 87 0.35 4 4 0 08:20 ‐ 08:40 21 0 C 66 5550

145 I‐280 EB SR 87 10th St. 1.20 4 4 0 08:00 ‐ 08:20 17 0 B 67 4530

146 I‐280 EB 10th St. McLaughlin Av. 0.92 4 4 0 07:00 ‐ 07:20 21 0 C 66 5550

147 I‐280 EB McLaughlin Av. US 101 0.37 4 4 0 08:00 ‐ 08:20 18 0 B 67 4790

51 I‐680 NB US 101 King Rd. 0.40 4 4 0 07:40 ‐ 08:00 25 0 C 66 6600

52 I‐680 NB King Rd. Capitol Expwy. 1.00 4 4 0 07:40 ‐ 08:00 80 0 F 21 6720

53 I‐680 NB Capitol Expwy. Alum Rock Av. 0.31 4 4 0 08:20 ‐ 08:40 85 0 F 19 6460

54 I‐680 NB Alum Rock Av. McKee Rd. 0.64 4 4 0 08:20 ‐ 08:40 71 0 F 26 7390

55 I‐680 NB McKee Rd. Berryessa Rd. 1.47 4 4 0 08:20 ‐ 08:40 46 0 D 47 8650

56 I‐680 NB Berryessa Rd. Hostetter Rd. 0.94 4 4 0 08:20 ‐ 08:40 41 0 D 54 8860

57 I‐680 NB Hostetter Rd. Capitol Av. 0.31 4 4 0 08:20 ‐ 08:40 50 0 E 42 8400

58 I‐680 NB Capitol Av. Montague Expwy. 1.00 4 4 0 08:20 ‐ 08:40 55 0 E 37 8140

59 I‐680 NB Montague Expwy. Yosemite Dr. 0.77 4 4 0 07:20 ‐ 07:40 23 0 C 66 6080

60 I‐680 NB Yosemite Dr. Calaveras Blvd./ SR 237 0.69 4 4 0 06:40 ‐ 07:00 22 0 C 66 5810

61 I‐680 NB Calaveras Blvd./ SR 237 Jacklin Rd. 0.85 3 3 0 09:00 ‐ 09:20 39 0 D 57 6670

62 I‐680 NB Jacklin Rd. Scott Creek Rd. 1.57 3 3 0 08:20 ‐ 08:40 28 0 D 66 5510

12 I‐880 NB I‐280 Stevens Creek Blvd. 0.41 3 3 0 08:40 ‐ 09:00 98 0 F 15 4410

11 I‐880 NB Stevens Creek Blvd. N. Bascom Av. 0.84 3 3 0 08:40 ‐ 09:00 116 0 F 10 3480

10 I‐880 NB N. Bascom Av. The Alameda 0.82 3 3 0 08:00 ‐ 08:20 68 0 F 27 5510

9 I‐880 NB The Alameda Coleman Av. 0.59 3 3 0 09:00 ‐ 09:20 95 0 F 15 4280

8 I‐880 NB Coleman Av. SR 87 0.51 3 3 0 08:00 ‐ 08:20 86 0 F 19 4910

7 I‐880 NB SR 87 N. 1st St. 0.40 3 3 0 08:40 ‐ 09:00 61 0 F 32 5860

6 I‐880 NB N. 1st St. US 101 0.49 3 3 0 09:00 ‐ 09:20 67 0 F 28 5630

5 I‐880 NB US 101 E. Brokaw Rd. 1.29 4 3 1 08:00 ‐ 08:20 48 14 E B 45 67 6480 940

4 I‐880 NB E. Brokaw Rd. Montague Expwy. 1.35 4 3 1 08:20 ‐ 08:40 24 18 C B 66 67 4760 1210



Miles




3 I‐880 NB Montague Expwy. Great Mall Pkwy. 0.98 4 3 1 06:40 ‐ 07:00 22 17 C B 66 67 4360 1140

2 I‐880 NB Great Mall Pkwy. SR 237 0.72 4 3 1 06:20 ‐ 06:40 27 27 D D 66 66 5310 1790

1 I‐880 NB SR 237 Dixon Landing Rd. 1.99 4 3 1 08:00 ‐ 08:20 24 11 C A 66 67 5390 740

32 SR 17 SB I‐280 Hamilton Av. 1.61 3 3 0 08:20 ‐ 08:40 32 0 D 64 6150

33 SR 17 SB Hamilton Av. San Tomas Expwy. / Camden Av.

1.82 3 3 0 08:20 ‐ 08:40 20 0 C 66 4490

34 SR 17 SB San Tomas Expwy / Camden Av.

SR 85 1.17 3 3 0 08:40 ‐ 09:00 19 0 C 66 3770

35 SR 17 SB SR 85 Lark Av. 0.46 2 2 0 08:40 ‐ 09:00 19 0 C 66 2510

36 SR 17 SB Lark Av. Saratoga Av. 1.81 2 2 0 08:00 ‐ 08:20 54 0 E 38 4110

37 SR 17 SB Saratoga Av. Bear Creek Rd. 2.90 2 2 0 09:20 ‐ 09:40 21 0 C 66 2780

38 SR 17 SB Bear Creek Rd. Summit Rd. 4.06 2 2 0 08:20 ‐ 08:40 19 0 C 66 2510

185 SR 85 SB US 101 Central Expwy. 1.24 3 2 1 07:20 ‐ 07:40 16 5 B A 67 67 2130 340

186 SR 85 SB Central Expwy. SR 237 0.47 3 2 1 07:20 ‐ 07:40 15 7 B A 67 67 2000 470

187 SR 85 SB SR 237 EL Camino Real 0.41 4 3 1 07:20 ‐ 07:40 31 14 D B 65 67 5040 940

188 SR 85 SB EL Camino Real W. Fremont Av. 1.89 3 2 1 08:00 ‐ 08:20 38 16 D B 58 67 4410 1080

189 SR 85 SB W. Fremont Av. W. Homestead Rd. 1.00 3 2 1 08:00 ‐ 08:20 39 18 D B 57 67 4450 1210

190 SR 85 SB W. Homestead Rd. I‐280 0.41 3 2 1 07:00 ‐ 07:20 17 9 B A 67 67 2270 610

191 SR 85 SB I‐280 Stevens Creek Blvd. 0.75 3 2 1 08:40 ‐ 09:00 14 9 B A 67 67 2240 610

192 SR 85 SB Stevens Creek Blvd. Saratoga‐Sunnyvale Rd. 1.83 3 2 1 07:20 ‐ 07:40 15 7 B A 67 67 2000 470

193 SR 85 SB Saratoga‐Sunnyvale Rd. Saratoga Av. 2.19 3 2 1 08:40 ‐ 09:00 18 8 B A 67 67 2400 540

194 SR 85 SB Saratoga Av. Winchester Blvd. 2.68 3 2 1 08:00 ‐ 08:20 24 7 C A 66 67 3170 470

195 SR 85 SB Winchester Blvd. SR 17 0.50 3 2 1 07:20 ‐ 07:40 12 10 B A 67 67 1600 670

196 SR 85 SB SR 17 S. Bascom Av. 0.27 3 2 1 08:00 ‐ 08:20 18 11 B A 67 67 2400 740

197 SR 85 SB S. Bascom Av. Union Av. 1.13 3 2 1 07:20 ‐ 07:40 22 7 C A 66 67 2910 470

198 SR 85 SB Union Av. Camden Av. 1.17 3 2 1 07:20 ‐ 07:40 33 5 D A 64 67 4230 340

199 SR 85 SB Camden Av. Almaden Expwy. 1.97 3 2 1 08:00 ‐ 08:20 21 6 C A 66 67 2780 410

200 SR 85 SB Almaden Expwy. SR 87 0.94 3 2 1 08:00 ‐ 08:20 14 8 B A 67 67 1870 540



Miles




201 SR 85 SB SR 87 Blossom Hill Rd. 1.27 3 2 1 08:00 ‐ 08:20 31 10 D A 65 67 4030 670

202 SR 85 SB Blossom Hill Rd. Cottle Rd. 1.96 3 2 1 08:00 ‐ 08:20 32 8 D A 64 67 4100 540

203 SR 85 SB Cottle Rd. US 101 1.79 3 2 1 08:20 ‐ 08:40 17 7 B A 67 67 2270 470

419 SR 87 SB US 101 Skyport Dr. 0.67 3 2 1 08:00 ‐ 08:20 21 8 C A 66 67 2780 540

417 SR 87 SB Skyport Dr. Taylor St. 1.87 3 2 1 07:00 ‐ 07:20 23 4 C A 66 67 3040 270

415 SR 87 SB Taylor St. Coleman St. 0.41 3 2 1 09:00 ‐ 09:20 23 6 C A 66 67 3040 410

69 SR 87 SB Coleman Av. Julian St. 0.38 3 2 1 07:20 ‐ 07:40 30 7 D A 65 67 3900 470

68 SR 87 SB Julian St. I‐280 0.96 3 2 1 07:40 ‐ 08:00 14 6 B A 67 67 1870 410

67 SR 87 SB I‐280 Alma Av. 0.90 3 2 1 08:40 ‐ 09:00 15 8 B A 67 67 2000 540

66 SR 87 SB Alma Av. Almaden Av. 0.69 3 2 1 07:40 ‐ 08:00 27 6 D A 66 67 3540 410

65 SR 87 SB Almaden Av. Curtner Av. 0.73 3 2 1 08:40 ‐ 09:00 20 8 C A 66 67 2640 540

64 SR 87 SB Curtner Av. Capitol Expwy. 1.49 3 2 1 08:40 ‐ 09:00 16 6 B A 67 67 2130 410

63 SR 87 SB Capitol Expwy. SR 85 1.09 3 2 1 08:00 ‐ 08:20 23 6 C A 66 67 3040 410

275 US 101 SB Embarcadero Rd. Oregon Expwy. 0.15 4 3 1 09:20 ‐ 09:40 27 36 D D 66 61 5310 2200

274 US 101 SB Oregon Expwy. San Antonio Av. 1.85 5 3 2 08:20 ‐ 08:40 37 19 D C 59 66 6550 2010

273 US 101 SB San Antonio Av. Rengstorff Av. 0.71 5 3 2 08:20 ‐ 08:40 50 19 E C 42 66 6300 2510

272 US 101 SB Rengstorff Av. N. Shoreline Blvd. 1.01 5 3 2 08:20 ‐ 08:40 38 22 D C 58 66 6620 2910

271 US 101 SB N. Shoreline Blvd. SR 85 0.38 4 3 1 08:00 ‐ 08:20 38 37 D D 58 59 6620 2190

270 US 101 SB SR 85 Moffett Blvd. 0.33 4 3 1 08:00 ‐ 08:20 31 17 D B 65 67 6050 1140

269 US 101 SB Moffett Blvd. SR 237 1.68 4 3 1 08:20 ‐ 08:40 44 31 D D 50 65 6600 2020

268 US 101 SB SR 237 N. Mathilda Av. 0.35 4 3 1 08:20 ‐ 08:40 23 40 C D 66 55 4560 2200

267 US 101 SB N. Mathilda Av. N. Fair Oaks Av. 0.85 4 3 1 09:00 ‐ 09:20 24 18 C B 66 67 4760 1210

266 US 101 SB N. Fair Oaks Av. Lawrence Expwy. 0.98 4 3 1 08:00 ‐ 08:20 28 17 D B 66 67 5510 1140

265 US 101 SB Lawrence Expwy. Bower Av. / Great American Pkwy.

1.12 4 3 1 08:20 ‐ 08:40 35 15 D B 62 67 6510 1010

264 US 101 SB Bower Av. / Great American Pkwy.

Montaque Expwy. / Santa Tomas Expwy.

0.75 4 3 1 06:40 ‐ 07:00 21 14 C B 66 67 4160 940

263 US 101 SB Montaque Expwy. / Santa Tomas Expwy.

De La Cruz Blvd. 1.28 4 3 1 08:00 ‐ 08:20 25 11 C A 66 67 4950 740



Miles




262 US 101 SB De La Cruz Blvd. Guadalupe Pkwy. 0.77 4 3 1 08:20 ‐ 08:40 25 6 C A 66 67 4950 410

261 US 101 SB Guadalupe Pkwy. N. First St. 0.64 4 3 1 08:20 ‐ 08:40 16 3 B A 67 67 3200 210

260 US 101 SB N. First St. Old Bayshore Hwy. 0.49 4 3 1 07:40 ‐ 08:00 13 2 B A 67 67 2600 140

259 US 101 SB Old Bayshore Hwy. I‐880 0.50 4 3 1 08:00 ‐ 08:20 18 6 B A 67 67 3600 410

258 US 101 SB I‐880 Oakland Rd. 0.57 4 3 1 06:20 ‐ 06:40 18 7 B A 67 67 3600 470

257 US 101 SB Oakland Rd. McKee Rd. 1.58 4 3 1 07:20 ‐ 07:40 16 4 B A 67 67 3200 270

256 US 101 SB McKee Rd. Santa Clara St. 0.39 4 3 1 06:40 ‐ 07:00 19 10 C A 66 67 3770 670

255 US 101 SB Santa Clara St. I‐280 0.88 4 3 1 08:00 ‐ 08:20 16 4 B A 67 67 3200 270

254 US 101 SB I‐280 Story Rd. 0.38 4 3 1 08:00 ‐ 08:20 14 5 B A 67 67 2800 340

253 US 101 SB Story Rd. Tully Rd. 1.46 4 3 1 07:40 ‐ 08:00 19 4 C A 66 67 3770 270

252 US 101 SB Tully Rd. Capitol Expwy. 1.33 4 3 1 07:40 ‐ 08:00 20 7 C A 66 67 3960 470

251 US 101 SB Capitol Expwy. Yerba Buena Rd. 0.80 4 3 1 07:40 ‐ 08:00 21 7 C A 66 67 4160 470

250 US 101 SB Yerba Buena Rd. Hellyer Av. 0.90 4 3 1 07:40 ‐ 08:00 28 7 D A 66 67 5510 470

249 US 101 SB Hellyer Av. Silver Creek Valley Rd. 1.84 4 3 1 07:20 ‐ 07:40 22 7 C A 66 67 4360 470

248 US 101 SB Silver Creek Valley Rd. Bernal Rd. 1.48 4 3 1 07:40 ‐ 08:00 13 8 B A 67 67 2600 540

247 US 101 SB Bernal Rd. SR 85 0.20 4 3 1 07:40 ‐ 08:00 15 5 B A 67 67 3000 340

246 US 101 SB SR 85 Lane Drop (SB) 1.00 5 4 1 07:40 ‐ 08:00 15 8 B A 67 67 3990 540

245 US 101 SB Lane Drop (SB) Sheller Av. 4.32 4 3 1 08:00 ‐ 08:20 17 12 B B 67 67 3400 810

244 US 101 SB Sheller Av. Burnett Av. (Lane Drop) 2.57 4 3 1 08:20 ‐ 08:40 16 8 B A 67 67 3200 540

243 US 101 SB Burnett Ave (Lane Drop) Cochrane Rd. 0.87 3 3 0 09:20 ‐ 09:40 17 0 B 67 3400

242 US 101 SB Cochrane Rd. East Dunne Av. 1.82 3 3 0 09:00 ‐ 09:20 15 0 B 67 3000

275.01

US 101 SB East Dunne Av. Tennant Av. 0.96 3 3 0 08:40 ‐ 09:00 18 0 B 67 3600

275.02

US 101 SB Tennant Av. San Martin Av. 3.55 3 3 0 07:40 ‐ 08:00 14 0 B 67 2800

275.03

US 101 SB San Martin Av. Masten Ave 2.17 3 3 0 08:20 ‐ 08:40 13 0 B 67 2600

275.04

US 101 SB Masten Av. Buena Vista Av. 1.16 3 3 0 08:40 ‐ 09:00 16 0 B 67 3200

275.05

US 101 SB Buena Vista Av. Leavesley Rd. 1.60 3 3 0 08:20 ‐ 08:40 13 0 B 67 2600



Miles




275.06

US 101 SB Leavesley Rd. Pacheco Pass Hwy. 1.46 3 3 0 07:40 ‐ 08:00 12 0 B 67 2400

275.07

US 101 SB Pacheco Pass Hwy. Monterey Rd. 1.11 3 3 0 07:20 ‐ 07:40 10 0 A 67 2010

275.08

US 101 SB Monterey Rd. Bloomfield Av. 1.85 2 2 0 08:40 ‐ 09:00 18 0 B 67 2400

275.09

US 101 SB Bloomfield Av. Betabel Rd. 4.15 2 2 0 06:40 ‐ 07:00 11 0 A 67 1480

275.1 US 101 SB Betabel Rd. SR 129 1.61 2 2 0 08:20 ‐ 08:40 30 0 D 65 3900

275.11

US 101 SB SR 129 SR 156 1.78 2 2 0 06:40 ‐ 07:00 9 0 A 67 1210

89 SR 237 WB I‐880 McCarthy Blvd. 0.40 3 2 1 07:20 ‐ 07:40 113 65 F F 11 29 2490 1890

90 SR 237 WB McCarthy Blvd. Zanker Rd. 0.94 3 2 1 09:00 ‐ 09:20 115 74 F F 10 24 2760 1780

91 SR 237 WB Zanker Rd. N. 1st St. 1.61 3 2 1 09:00 ‐ 09:20 98 70 F F 15 26 2940 1820

92 SR 237 WB N. 1st St. Great America Pkwy. 1.00 3 2 1 09:00 ‐ 09:20 92 84 F F 16 19 2950 1600

93 SR 237 WB Great America Pkwy. Lawrence Expwy. 1.27 3 2 1 09:00 ‐ 09:20 103 82 F F 13 20 2680 1640

94 SR 237 WB Lawrence Expwy. N. Fair Oaks Av. 0.63 3 2 1 08:20 ‐ 08:40 95 93 F F 15 16 2850 1490

95 SR 237 WB N. Fair Oaks Av. Mathilda Av. 0.96 3 3 0 08:20 ‐ 08:40 89 0 F 18 4810

96 SR 237 WB Mathilda Av. US 101 0.53 2 2 0 09:00 ‐ 09:20 51 0 E 41 4190

97 SR 237 WB US 101 Maude Av. 0.71 2 2 0 08:40 ‐ 09:00 36 0 D 61 4400

98 SR 237 WB Maude Av. Central Pkwy. 0.80 2 2 0 08:00 ‐ 08:20 39 0 D 57 4450

99 SR 237 WB Central Pkwy. SR 85 0.63 2 2 0 08:00 ‐ 08:20 28 0 D 66 3670

100 SR 237 WB SR 85 El Camino Real 0.40 2 2 0 08:00 ‐ 08:20 65 0 F 29 3770

130 I‐280 WB US 101 McLaughlin Av. 0.37 4 4 0 09:00 ‐ 09:20 112 0 F 11 4930

129 I‐280 WB McLaughlin Av. 10th St. 0.92 4 4 0 07:00 ‐ 07:20 89 0 F 18 6410

128 I‐280 WB 10th St. SR 87 1.20 4 4 0 08:00 ‐ 08:20 83 0 F 20 6640

127 I‐280 WB SR 87 Bird Av. 0.35 4 4 0 08:00 ‐ 08:20 102 0 F 13 5310

126 I‐280 WB Bird Av. Meridian Av. 1.07 4 4 0 07:00 ‐ 07:20 102 0 F 13 5310

125 I‐280 WB Meridian Av. I‐880 1.40 4 3 1 08:00 ‐ 08:20 114 103 F F 10 13 3880 1340

124 I‐280 WB I‐880 Winchester Blvd. 0.55 4 3 1 07:40 ‐ 08:00 107 95 F F 12 15 3860 1430

123 I‐280 WB Winchester Blvd. Saratoga Av. 1.37 4 3 1 07:40 ‐ 08:00 90 82 F F 17 20 4590 1640



Miles




122 I‐280 WB Saratoga Av. Lawrence Expwy. 1.19 4 3 1 07:40 ‐ 08:00 78 70 F F 22 26 5150 1820

121 I‐280 WB Lawrence Expwy. Wolfe Rd. 1.24 4 3 1 09:00 ‐ 09:20 72 70 F F 25 26 5400 1820

120 I‐280 WB Wolfe Rd. De Anza Blvd. 1.06 4 3 1 08:00 ‐ 08:20 75 48 F E 24 45 5400 2160

119 I‐280 WB De Anza Blvd. SR 85 1.31 4 3 1 08:00 ‐ 08:20 76 46 F D 23 47 5250 2170

118 I‐280 WB SR 85 Foothill Expwy. 0.70 4 3 1 08:20 ‐ 08:40 70 60 F F 26 33 5460 1980

117 I‐280 WB Foothill Expwy. Magdalena Av. 2.65 4 3 1 09:00 ‐ 09:20 48 56 E E 45 36 6480 2020

116 I‐280 WB Magdalena Av. El Monte Rd. 0.95 4 4 0 09:00 ‐ 09:20 51 0 E 41 8370

115 I‐280 WB El Monte Rd. La Barranca Rd. 1.60 4 4 0 08:20 ‐ 08:40 50 0 E 42 8400

114 I‐280 WB La Barranca Rd. Page Mill Rd. 1.73 4 4 0 09:00 ‐ 09:20 35 0 D 62 8680

113.1 I‐280 WB Page Mill Rd. Alpine Rd. 2.25 4 4 0 09:00 ‐ 09:20 21 0 C 66 5550

50 I‐680 SB Scott Creek Rd. Jacklin Rd. 1.57 4 3 1 08:20 ‐ 08:40 25 18 C B 66 67 4950 1210

49 I‐680 SB Jacklin Rd. Calaveras Blvd. / SR 237 0.85 4 3 1 09:20 ‐ 09:40 24 18 C B 66 67 4760 1210

48 I‐680 SB Calaveras Blvd. / SR 237 Yosemite Dr. 0.69 4 4 0 08:00 ‐ 08:20 24 0 C 66 6340

47 I‐680 SB Yosemite Dr. Montague Expwy. 0.77 4 4 0 08:00 ‐ 08:20 29 0 D 65 7540

46 I‐680 SB Montague Expwy. Capitol Av. 1.00 4 4 0 08:20 ‐ 08:40 21 0 C 66 5550

45 I‐680 SB Capitol Av. Hostetter Rd. 0.31 4 4 0 07:20 ‐ 07:40 14 0 B 67 3730

44 I‐680 SB Hostetter Rd. Berryessa Rd. 0.94 4 4 0 08:00 ‐ 08:20 19 0 C 66 5020

43 I‐680 SB Berryessa Rd. McKee Rd. 1.47 4 4 0 08:00 ‐ 08:20 40 0 D 55 8800

42 I‐680 SB McKee Rd. Alum Rock Av. 0.64 4 4 0 08:00 ‐ 08:20 91 0 F 17 6190

41 I‐680 SB Alum Rock Av. Capitol Expwy. 0.31 4 4 0 07:20 ‐ 07:40 105 0 F 13 5460

40 I‐680 SB Capitol Expwy. King Rd. 1.00 4 4 0 09:00 ‐ 09:20 115 0 F 10 5060

39 I‐680 SB King Rd. US 101 0.40 4 4 0 09:00 ‐ 09:20 105 0 F 13 5460

13 I‐880 SB Dixon Landing Rd. SR 237 1.99 4 3 1 08:20 ‐ 08:40 57 122 E F 36 9 6980 1100

14 I‐880 SB SR 237 Great Mall Pkwy. 0.72 4 3 1 08:00 ‐ 08:20 44 36 D D 50 61 6600 2200

15 I‐880 SB Great Mall Pkwy. Montague Expwy. 0.98 4 3 1 08:00 ‐ 08:20 60 30 F D 33 65 5940 1950

16 I‐880 SB Montague Expwy. E. Brokaw Rd. 1.35 4 3 1 08:20 ‐ 08:40 91 21 F C 17 66 4650 1390

17 I‐880 SB E. Brokaw Rd. US 101 1.29 4 3 1 08:20 ‐ 08:40 92 68 F F 16 27 4420 1840



Miles




18 I‐880 SB US 101 N. 1st St. 0.49 4 3 1 08:00 ‐ 08:20 97 0 F 15 4370

19 I‐880 SB N. 1st St. SR 87 0.40 3 3 0 07:00 ‐ 07:20 78 0 F 22 5150

20 I‐880 SB SR 87 Coleman Av. 0.51 3 3 0 09:00 ‐ 09:20 33 0 D 64 6340

21 I‐880 SB Coleman Av. The Alameda 0.59 3 3 0 08:20 ‐ 08:40 31 0 D 65 6050

22 I‐880 SB The Alameda N. Bascom Av. 0.82 3 3 0 08:00 ‐ 08:20 30 0 D 65 5850

23 I‐880 SB N. Bascom Av. Stevens Creek Blvd. 0.84 3 3 0 07:00 ‐ 07:20 67 0 F 28 5630

24 I‐880 SB Stevens Creek Blvd. I‐280 0.41 3 3 0 07:00 ‐ 07:20 24 0 C 66 4760


Table 4.8 2014 Freeway LOS – PM Peak Period

Miles

Number of Lanes Peak Photo

Time


ID Facility Dir From/To From/To Total

Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

31 SR 17 NB Summit Rd. Bear Creek Rd. 4.06 2 2 0 16:00 ‐16:20

22 0 C 66 2910

30 SR 17 NB Bear Creek Rd. Saratoga Av. 2.90 2 2 0 15:40 ‐16:00

20 0 C 66 2640

29 SR 17 NB Saratoga Av. Lark Av. 1.81 2 2 0 17:40 ‐18:00

24 0 C 66 3170

28 SR 17 NB Lark Av. SR 85 0.46 2 2 0 16:40 ‐17:00

20 0 C 66 2640

27 SR 17 NB SR 85 San Tomas Expwy./Camden Av. 1.17 3 3 0 15:20 ‐15:40

19 0 C 66 3770

26 SR 17 NB San Tomas Expwy./Camden Av. Hamilton Av. 1.82 3 3 0 17:20 ‐17:40

18 0 B 67 3600

25 SR 17 NB Hamilton Av. I‐280 1.61 3 3 0 16:00 ‐16:20

26 0 C 66 5150

184 SR 85 NB US 101 Cottle Rd. 1.79 3 2 1 16:40 ‐17:00

16 6 B A 67 70 2130 420

183 SR 85 NB Cottle Rd. Blossom Hill Rd. 1.96 3 2 1 17:20 ‐17:40

29 10 D A 65 70 3770 700

182 SR 85 NB Blossom Hill Rd. SR 87 1.27 3 2 1 16:40 ‐17:00

25 11 C A 66 70 3300 770

181 SR 85 NB SR 87 Almaden Expwy. 0.94 3 2 1 16:00 ‐16:20

25 17 C B 66 70 3300 1190

180 SR 85 NB Almaden Expwy. Camden Av. 1.97 3 2 1 17:40 ‐18:00

28 12 D B 66 70 3670 840

179 SR 85 NB Camden Av. Union Av. 1.17 3 2 1 17:40 ‐18:00

32 13 D B 64 70 4100 910

178 SR 85 NB Union Av. S. Bascom Av. 1.13 3 2 1 17:40 ‐18:00

24 14 C B 66 70 3170 980

177 SR 85 NB S. Bascom Av. SR 17 0.27 3 2 1 15:20 ‐15:40

16 22 B C 67 70 2130 1540

176 SR 85 NB SR 17 Winchester Blvd. 0.50 3 2 1 15:40 ‐16:00

15 8 B A 67 70 2000 560

175 SR 85 NB Winchester Blvd. Saratoga Av. 2.68 3 2 1 17:40 ‐18:00

31 10 D A 65 70 4030 700

174 SR 85 NB Saratoga Av. Saratoga‐Sunnyvale Rd. 2.19 3 2 1 17:20 ‐17:40

21 9 C A 66 70 2780 630

173 SR 85 NB Saratoga‐Sunnyvale Rd. Stevens Creek Blvd. 1.83 3 2 1 17:20 ‐17:40

22 7 C A 66 70 2910 490

172 SR 85 NB Stevens Creek Blvd. I‐280 0.75 3 2 1 17:20 ‐17:40

10 13 A B 67 70 1340 910

171 SR 85 NB I‐280 W. Homestead Rd. 0.34 3 2 1 15:40 ‐16:00

15 4 B A 67 70 2400 280



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

170 SR 85 NB W. Homestead Rd. W. Fremont Av. 1.00 3 2 1 17:40 ‐18:00

41 13 D B 54 70 4430 910

169 SR 85 NB W. Fremont Av. El Camino Real 1.89 3 2 1 15:20 ‐15:40

29 8 D A 65 70 3770 560

168 SR 85 NB El Camino Real SR 237 0.41 3 2 1 15:20 ‐15:40

25 10 C A 66 70 3300 700

167 SR 85 NB SR 237 Central Expwy. 0.47 3 2 1 15:20 ‐15:40

17 7 B A 67 70 2270 490

166 SR 85 NB Central Expwy. US 101 1.24 3 2 1 15:40 ‐16:00

17 7 B A 67 70 2270 490

70 SR 87 NB SR 85 Capitol Expwy. 1.09 3 2 1 17:00 ‐17:20

18 12 B B 67 70 2400 840

71 SR 87 NB Capitol Expwy. Curtner Av. 1.49 3 2 1 17:00 ‐17:20

29 10 D A 65 70 3770 700

72 SR 87 NB Curtner Av. Almaden Rd. 0.73 3 2 1 17:00 ‐17:20

31 20 D C 65 70 4030 1400

73 SR 87 NB Almaden Av. Alma Av. 0.69 3 2 1 16:40 ‐17:00

46 17 D B 47 70 4330 1190

74 SR 87 NB Alma Av. I‐280 0.90 3 2 1 15:20 ‐15:40

42 15 D B 52 70 4370 1050

75 SR 87 NB I‐280 Julian St. 0.96 3 2 1 16:20 ‐16:40

15 11 B A 67 70 2000 770

76 SR 87 NB Julian St. Coleman Av. 0.38 3 2 1 16:40 ‐17:00

34 13 D B 63 70 4290 910

414 SR 87 NB Coleman Av. Taylor St. 0.41 3 2 1 15:20 ‐15:40

21 7 C A 66 70 2780 490

416 SR 87 NB Taylor St. Skyport Dr. 1.87 3 2 1 17:40 ‐18:00

17 4 B A 67 70 2270 280

418 SR 87 NB Skyport Dr. US 101 0.67 3 2 1 17:40 ‐18:00

25 8 C A 66 70 3300 560

309.11

US 101 NB SR 156 SR 129 1.78 2 2 0 15:40 ‐16:00

16 0 B 67 2130

309.1

US 101 NB SR 129 Betabel Rd. 1.61 2 2 0 18:00 ‐18:20

20 0 C 66 2640

309.09

US 101 NB Betabel Rd. Bloomfield Av. 4.15 2 2 0 17:40 ‐18:00

15 0 B 67 2000

309.08

US 101 NB Bloomfield Av. Monterey Rd. 1.85 2 2 0 16:00 ‐16:20

23 0 C 66 3040

309.07

US 101 NB Monterey Rd. Pacheco Pass Hwy. 1.11 3 3 0 16:00 ‐16:20

15 0 B 67 3000

309.06

US 101 NB Pacheco Pass Hwy. Leavesley Rd. 1.46 3 3 0 16:00 ‐16:20

19 0 C 66 3770



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

309.05

US 101 NB Leavesley Rd. Buena Vista Av. 1.60 3 3 0 15:20 ‐15:40

15 0 B 67 3000

309.04

US 101 NB Buena Vista Av. Masten Av. 1.16 3 3 0 17:20 ‐17:40

19 0 C 66 3770

309.03

US 101 NB Masten Av. San Martin Av. 2.17 3 3 0 18:00 ‐18:20

16 0 B 67 3200

309.02

US 101 NB San Martin Av. Tennant Av. 3.55 3 3 0 15:40 ‐16:00

17 0 B 67 3400

309.01

US 101 NB Tennant Av. East Dunne Av. 0.96 3 3 0 15:40 ‐16:00

22 0 C 66 4360

276 US 101 NB East Dunne Av. Cochrane Rd. 1.82 3 3 0 17:20 ‐17:40

19 0 C 66 3770

277 US 101 NB Cochrane Rd. Burnett Av. (Lane Drop) 0.87 4 3 1 16:40 ‐17:00

23 12 C B 66 70 4560 840

278 US 101 NB Burnett Av. (Lane Drop) Sheller Av. 2.57 4 3 1 15:20 ‐15:40

49 12 E B 43 70 6330 840

279 US 101 NB Sheller Av. Lane Drop (SB) 4.32 4 3 1 17:00 ‐17:20

19 15 C B 66 70 3770 1050

280 US 101 NB Lane Drop (SB) SR 85 1.00 4 3 1 16:40 ‐17:00

18 7 B A 67 70 3600 490

281 US 101 NB SR 85 Bernal Rd. 0.20 4 3 1 15:40 ‐16:00

21 25 C C 66 70 4160 1750

282 US 101 NB Bernal Rd. Silver Creek Valley Rd. 1.48 4 3 1 17:00 ‐17:20

20 9 C A 66 70 3960 630

283 US 101 NB Silver Creek Valley Rd. Hellyer Av. 1.84 4 3 1 17:00 ‐17:20

27 7 D A 66 70 5310 490

284 US 101 NB Hellyer Av. Yerba Buena Rd. 0.90 4 3 1 17:00 ‐17:20

33 8 D A 64 70 6340 560

285 US 101 NB Yerba Buena Rd. Capitol Expwy. 0.80 4 3 1 17:00 ‐17:20

25 7 C A 66 70 4950 490

286 US 101 NB Capitol Expwy. Tully Rd. 1.33 4 3 1 17:00 ‐17:20

35 11 D A 62 70 6510 770

287 US 101 NB Tully Rd. Story Rd. 1.46 4 3 1 17:00 ‐17:20

22 8 C A 66 70 4360 560

288 US 101 NB Story Rd. I‐280 0.38 4 3 1 16:40 ‐17:00

15 7 B A 67 70 3000 490

289 US 101 NB I‐280 Santa Clara St. 0.88 4 3 1 15:40 ‐16:00

19 12 C B 66 70 3770 840

290 US 101 NB Santa Clara St. McKee Rd. 0.39 4 3 1 15:40 ‐16:00

21 10 C A 66 70 4160 700

291 US 101 NB McKee Rd. Oakland Rd. 1.58 4 3 1 15:20 ‐15:40

23 7 C A 66 70 4560 490



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

292 US 101 NB Oakland Rd. I‐880 0.57 4 3 1 17:20 ‐17:40

20 5 C A 66 70 3960 350

293 US 101 NB I‐880 Old Bayshore Hwy. 0.50 4 3 1 17:00 ‐17:20

16 12 B B 67 70 3200 840

294 US 101 NB Old Bayshore Hwy. N. First St. 0.49 4 3 1 17:20 ‐17:40

17 8 B A 67 70 3400 560

295 US 101 NB N. First St. Guadalupe Pkwy. 0.64 4 3 1 15:20 ‐15:40

14 9 B A 67 70 2800 630

296 US 101 NB Guadalupe Pkwy. De La Cruz Blvd. 0.77 4 3 1 15:20 ‐15:40

19 9 C A 66 70 3770 630

297 US 101 NB De La Cruz Blvd. Montague Expwy./Santa Tomas Expwy.

1.28 4 3 1 16:40 ‐17:00

24 11 C A 66 70 4760 770

298 US 101 NB Montague Expwy./Santa Tomas Expwy..

Bower Av. / Great America Pkwy 0.75 4 3 1 17:00 ‐17:20

28 11 D A 66 70 5510 770

299 US 101 NB Bower Av./Great America Pkwy. Lawrence Expwy. 1.12 4 3 1 17:00 ‐17:20

29 16 D B 65 70 5660 1120

300 US 101 NB Lawrence Expwy. N. Fair Oaks Av. 0.98 4 3 1 17:00 ‐17:20

29 12 D B 65 70 5660 840

301 US 101 NB N. Fair Oaks Av. N. Mathilda Av. 0.85 4 3 1 17:00 ‐17:20

24 11 C A 66 70 4760 770

302 US 101 NB N. Mathilda Av. SR 237 0.35 4 3 1 17:40 ‐18:00

24 20 C C 66 70 4760 1400

303 US 101 NB SR 237 Moffett Blvd. 1.68 4 3 1 17:20 ‐17:40

53 33 E D 39 70 6210 2310

304 US 101 NB Moffett Blvd. SR 85 0.33 4 3 1 17:00 ‐17:20

93 36 F D 16 70 4470 2520

305 US 101 NB SR 85 N. Shoreline Blvd. 0.38 5 4 1 17:00 ‐17:20

68 34 F D 27 70 7350 2380

306 US 101 NB N. Shoreline Blvd. Rengstorff Av. 1.01 5 3 2 17:00 ‐17:20

112 18 F B 11 70 3700 2520

307 US 101 NB Rengstorff Av. San Antonio Av. 0.71 5 3 2 17:00 ‐17:20

91 23 F C 17 70 4650 3220

308 US 101 NB San Antonio Av. Oregon Expwy. 1.85 5 3 2 16:20 ‐16:40

77 45 F D 23 50 5320 3600

309 US 101 NB Oregon Expwy. Embarcadero Rd. 0.15 4 3 1 17:00 ‐17:20

61 66 F F 32 30 5860 1980

88 SR 237 EB El Camino Real SR 85 0.40 2 2 0 15:40 ‐16:00

19 0 C 66 2510

87 SR 237 EB SR 85 Central Pkwy. 0.63 2 2 0 16:20 ‐16:40

25 0 C 66 3300

86 SR 237 EB Central Pkwy. Maude Av. 0.80 2 2 0 16:20 ‐16:40

33 0 D 64 4230



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

85 SR 237 EB Maude Av. US 101 0.71 2 2 0 17:40 ‐18:00

99 0 F 14 2780

84 SR 237 EB US 101 Mathilda Av. 0.53 2 2 0 17:00 ‐17:20

121 0 F 9 2180

83 SR 237 EB Mathilda Av. N. Fair Oaks Av. 0.96 3 2 1 17:00 ‐17:20

100 96 F F 14 20 2800 1920

82 SR 237 EB N. Fair Oaks Av. Lawrence Expwy. 0.63 3 2 1 17:20 ‐17:40

115 62 F F 10 40 2300 2480

81 SR 237 EB Lawrence Expwy. Great America Pkwy. 1.27 3 2 1 17:40 ‐18:00

101 69 F F 14 30 2830 2070

80 SR 237 EB Great America Pkwy. N. First St. 1.00 3 2 1 16:20 ‐16:40

106 64 F F 12 30 2550 1920

79 SR 237 EB N. First St. Zanker Rd. 1.61 3 2 1 17:00 ‐17:20

72 47 F E 25 50 3600 2350

78 SR 237 EB Zanker Rd. McCarthy Blvd. 0.94 3 2 1 18:00 ‐18:20

42 28 D D 52 70 4370 1960

77 SR 237 EB McCarthy Blvd. I‐880 0.40 3 2 1 17:20 ‐17:40

20 38 C D 66 60 2720 2280

130.1

I‐280 EB Alpine Rd. Page Mill Rd. 2.25 4 4 0 18:00 ‐18:20

29 0 D 65 7540

131 I‐280 EB Page Mill Rd. La Barranca Rd. 1.73 4 4 0 18:00 ‐18:20

83 0 F 20 6640

132 I‐280 EB La Barranca Rd. El Monte Rd. 1.60 4 4 0 17:20 ‐17:40

79 0 F 22 6960

133 I‐280 EB El Monte Rd. Magdalena Av. 0.95 4 4 0 18:20 ‐18:40

75 0 F 24 7200

134 I‐280 EB Magdalena Av. Foothill Expwy. 2.65 4 3 1 18:20 ‐18:40

31 22 D C 65 70 6050 1540

135 I‐280 EB Foothill Expwy. SR 85 0.70 4 3 1 18:00 ‐18:20

71 40 F D 26 60 5540 2400

136 I‐280 EB SR 85 De Anza Blvd. 1.31 4 3 1 17:00 ‐17:20

106 83 F F 12 20 3820 1660

137 I‐280 EB De Anza Blvd. Wolfe Rd. 1.06 4 3 1 18:00 ‐18:20

74 63 F F 24 40 5330 2520

138 I‐280 EB Wolfe Rd. Lawrence Expwy. 1.24 4 3 1 18:20 ‐18:40

61 42 F D 32 60 5860 2520

139 I‐280 EB Lawrence Expwy. Saratoga Av. 1.19 4 3 1 18:00 ‐18:20

77 52 F E 23 40 5320 2080

140 I‐280 EB Saratoga Av. Winchester Blvd. 1.37 4 3 1 18:00 ‐18:20

96 63 F F 15 40 4320 2520

141 I‐280 EB Winchester Blvd. I‐880 0.55 4 3 1 18:20 ‐18:40

101 67 F F 14 30 4250 2010



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

142 I‐280 EB I‐880 Meridian Av. 1.40 4 3 1 17:20 ‐17:40

102 81 F F 13 30 3980 2430

143 I‐280 EB Meridian Av. Bird Av. 1.07 4 4 0 17:20 ‐17:40

104 0 F 13 5410

144 I‐280 EB Bird Av. SR 87 0.35 4 4 0 17:00 ‐17:20

79 0 F 22 6960

145 I‐280 EB SR 87 10th St. 1.20 4 4 0 17:20 ‐17:40

67 0 F 28 7510

146 I‐280 EB 10th St. McLaughlin Av. 0.92 4 4 0 18:20 ‐18:40

44 0 D 50 8800

147 I‐280 EB McLaughlin Av. US 101 0.37 4 4 0 17:20 ‐17:40

35 0 D 62 8680

51 I‐680 NB US 101 King Rd. 0.40 4 4 0 17:40 ‐18:00

29 0 D 65 7540

52 I‐680 NB King Rd. Capitol Expwy. 1.00 4 4 0 17:40 ‐18:00

32 0 D 64 8200

53 I‐680 NB Capitol Expwy. Alum Rock Av. 0.31 4 4 0 17:40 ‐18:00

23 0 C 66 6080

54 I‐680 NB Alum Rock Av. McKee Rd. 0.64 4 4 0 15:40 ‐16:00

22 0 C 66 5810

55 I‐680 NB McKee Rd. Berryessa Rd. 1.47 4 4 0 18:20 ‐18:40

23 0 C 66 6080

56 I‐680 NB Berryessa Rd. Hostetter Rd. 0.94 4 4 0 16:40 ‐17:00

21 0 C 66 5550

57 I‐680 NB Hostetter Rd. Capitol Av. 0.31 4 4 0 17:40 ‐18:00

20 0 C 66 5280

58 I‐680 NB Capitol Av. Montague Expwy. 1.00 4 4 0 17:00 ‐17:20

26 0 C 66 6870

59 I‐680 NB Montague Expwy. Yosemite Dr. 0.77 4 4 0 16:00 ‐16:20

21 0 C 66 5550

60 I‐680 NB Yosemite Dr. Calaveras Blvd./SR 237 0.69 4 4 0 16:40 ‐17:00

28 0 D 66 7340

61 I‐680 NB Calaveras Blvd./SR 237 Jacklin Rd. 0.85 3 3 0 16:40 ‐17:00

26 0 C 66 5150

62 I‐680 NB Jacklin Rd. Scott Creek Rd. 1.57 3 3 0 17:00 ‐17:20

22 0 C 66 4360

12 I‐880 NB I‐280 Stevens Creek Blvd. 0.41 3 3 0 15:40 ‐16:00

11 0 A 67 2220

11 I‐880 NB Stevens Creek Blvd. N. Bascom Av. 0.84 3 3 0 17:20 ‐17:40

78 0 F 22 5150

10 I‐880 NB N. Bascom Av. The Alameda 0.82 3 3 0 17:20 ‐17:40

101 0 F 14 4250



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

9 I‐880 NB The Alameda Coleman Av. 0.59 3 3 0 17:20 ‐17:40

124 0 F 8 2980

8 I‐880 NB Coleman Av. SR 87 0.51 3 3 0 17:20 ‐17:40

91 0 F 17 4650

7 I‐880 NB SR 87 N. 1st St. 0.40 3 3 0 17:20 ‐17:40

76 0 F 23 5250

6 I‐880 NB N. 1st St. US 101 0.49 3 3 0 16:00 ‐16:20

85 0 F 19 4850

5 I‐880 NB US 101 E. Brokaw Rd. 1.29 4 3 1 17:00 ‐17:20

31 15 D B 65 70 6050 1050

4 I‐880 NB E. Brokaw Rd. Montague Expwy. 1.35 4 3 1 15:20 ‐15:40

23 12 C B 66 70 4560 840

3 I‐880 NB Montague Expwy. Great Mall Pkwy. 0.98 4 3 1 16:20 ‐16:40

28 13 D B 66 70 5510 910

2 I‐880 NB Great Mall Pkwy. SR 237 0.72 4 3 1 16:20 ‐16:40

34 20 D C 63 70 6430 1400

1 I‐880 NB SR 237 Dixon Landing Rd. 1.99 4 3 1 17:40 ‐18:00

46 39 D D 47 60 7360 2340

32 SR 17 SB I‐280 Hamilton Av. 1.61 3 3 0 17:40 ‐18:00

58 0 E 35 6090

33 SR 17 SB Hamilton Av. San Tomas Expwy./Camden Av. 1.82 3 3 0 16:00 ‐16:20

31 0 D 65 6860

34 SR 17 SB San Tomas Expwy./Camden Av. SR 85 1.17 3 3 0 17:00 ‐17:20

25 0 C 66 4950

35 SR 17 SB SR 85 Lark Av. 0.46 2 2 0 17:00 ‐17:20

74 0 F 24 3560

36 SR 17 SB Lark Av. Saratoga Av. 1.81 2 2 0 17:00 ‐17:20

73 0 F 25 3650

37 SR 17 SB Saratoga Av. Bear Creek Rd. 2.90 2 2 0 16:00 ‐16:20

65 0 F 29 3770

38 SR 17 SB Bear Creek Rd. Summit Rd. 4.06 2 2 0 16:40 ‐17:00

64 0 F 30 3840

185 SR 85 SB US 101 Central Expwy. 1.24 3 2 1 18:00 ‐18:20

81 84 F F 21 20 3410 1680

186 SR 85 SB Central Expwy. SR 237 0.47 3 2 1 17:20 ‐17:40

108 77 F F 12 30 2600 2310

187 SR 85 SB SR 237 EL Camino Real 0.41 4 3 1 17:20 ‐17:40

124 60 F F 8 40 2480 2400

188 SR 85 SB EL Camino Real W. Fremont Av. 1.89 3 2 1 17:20 ‐17:40

66 47 F E 29 50 3830 2350

189 SR 85 SB W. Fremont Av. W. Homestead Rd. 1.00 3 2 1 17:00 ‐17:20

52 40 E D 40 60 4160 2400



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

190 SR 85 SB W. Homestead Rd. I‐280 0.41 3 2 1 15:20 ‐15:40

21 29 C D 66 70 2780 2030

191 SR 85 SB I‐280 Stevens Creek Blvd. 0.75 3 2 1 17:40 ‐18:00

82 108 F F 20 20 3940 2160

192 SR 85 SB Stevens Creek Blvd. Saratoga‐Sunnyvale Rd. 1.83 3 2 1 16:40 ‐17:00

97 71 F F 15 30 2910 2130

193 SR 85 SB Saratoga‐Sunnyvale Rd. Saratoga Av. 2.19 3 2 1 17:20 ‐17:40

73 54 F E 25 40 3650 2160

194 SR 85 SB Saratoga Av. Winchester Blvd. 2.68 3 2 1 17:20 ‐17:40

58 39 E D 35 60 4060 2340

195 SR 85 SB Winchester Blvd. SR 17 0.50 3 2 1 18:00 ‐18:20

94 46 F D 16 50 3010 2300

196 SR 85 SB SR 17 S. Bascom Av. 0.27 3 2 1 17:20 ‐17:40

122 88 F F 9 20 2200 1760

197 SR 85 SB S. Bascom Av. Union Av. 1.13 3 2 1 17:20 ‐17:40

99 65 F F 14 30 2780 1950

198 SR 85 SB Union Av. Camden Av. 1.17 3 2 1 15:40 ‐16:00

56 41 E D 36 60 4040 2460

199 SR 85 SB Camden Av. Almaden Expwy. 1.97 3 2 1 17:20 ‐17:40

40 32 D D 55 70 4400 2240

200 SR 85 SB Almaden Expwy. SR 87 0.94 3 2 1 16:00 ‐16:20

32 21 D C 64 70 4100 1470

201 SR 85 SB SR 87 Blossom Hill Rd. 1.27 3 2 1 16:00 ‐16:20

67 42 F D 28 60 3760 2520

202 SR 85 SB Blossom Hill Rd. Cottle Rd. 1.96 3 2 1 16:40 ‐17:00

29 25 D C 65 70 3770 1750

203 SR 85 SB Cottle Rd. US 101 1.79 3 2 1 17:40 ‐18:00

21 15 C B 66 70 2780 1050

419 SR 87 SB US 101 Skyport Dr. 0.67 3 2 1 17:40 ‐18:00

100 36 F D 14 70 2800 2520

417 SR 87 SB Skyport Dr. Taylor St. 1.87 3 2 1 18:00 ‐18:20

100 28 F D 14 70 2800 1960

415 SR 87 SB Taylor St. Coleman Av. 0.41 3 2 1 18:00 ‐18:20

94 36 F D 16 70 3010 2520

69 SR 87 SB Coleman Av. Julian St. 0.38 3 2 1 18:00 ‐18:20

55 28 E D 37 70 4070 1960

68 SR 87 SB Julian St. I‐280 0.96 3 2 1 17:40 ‐18:00

69 36 F D 27 70 3730 2520

67 SR 87 SB I‐280 Alma Av. 0.90 3 2 1 16:40 ‐17:00

82 54 F E 20 40 3280 2160

66 SR 87 SB Alma Av. Almaden Rd. 0.69 3 2 1 17:00 ‐17:20

81 47 F E 21 50 3410 2350



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

65 SR 87 SB Almaden Rd Curtner Av. 0.73 3 2 1 16:00 ‐16:20

48 35 E D 45 70 4320 2450

64 SR 87 SB Curtner Av. Capitol Expwy. 1.49 3 2 1 17:40 ‐18:00

43 28 D D 51 70 4390 1960

63 SR 87 SB Capitol Expwy. SR 85 1.09 3 2 1 16:40 ‐17:00

31 19 D C 65 70 4030 1330

275 US 101 SB Embarcadero Rd. Oregon Expwy. 0.15 4 3 1 16:20 ‐16:40

100 86 F F 14 20 4200 1720

274 US 101 SB Oregon Expwy. San Antonio Av. 1.85 5 3 2 16:40 ‐17:00

95 34 F D 15 70 4280 3810

273 US 101 SB San Antonio Av. Rengstorff Av. 0.71 5 3 2 17:20 ‐17:40

92 20 F C 16 70 4420 2800

272 US 101 SB Rengstorff Av. N. Shoreline Blvd. 1.01 5 3 2 17:20 ‐17:40

66 25 F C 29 70 5750 3500

271 US 101 SB N. Shoreline Blvd. SR 85 0.38 4 3 1 17:20 ‐17:40

68 51 F E 27 50 5510 2550

270 US 101 SB SR 85 Moffett Blvd. 0.33 4 3 1 17:20 ‐17:40

95 84 F F 15 20 4280 1680

269 US 101 SB Moffett Blvd. SR 237 1.68 4 3 1 17:20 ‐17:40

76 57 F E 23 40 5250 2280

268 US 101 SB SR 237 N. Mathilda Av. 0.35 4 3 1 17:00 ‐17:20

87 60 F F 18 40 4700 2400

267 US 101 SB N. Mathilda Av. N. Fair Oaks Av. 0.85 4 3 1 17:20 ‐17:40

72 68 F F 25 30 5400 2040

266 US 101 SB N. Fair Oaks Av. Lawrence Expwy. 0.98 4 3 1 17:20 ‐17:40

92 106 F F 16 20 4420 2120

265 US 101 SB Lawrence Expwy. Bower Av./Great American Pkwy. 1.12 4 3 1 18:20 ‐18:40

111 102 F F 11 20 3670 2040

264 US 101 SB Bower Av./Great American Pkwy. Montaque Expwy./Santa Tomas Expwy

0.75 4 3 1 16:40 ‐17:00

108 109 F F 12 20 3890 2180

263 US 101 SB Montaque Expwy./Santa Tomas Expwy.

De La Cruz Blvd. 1.28 4 3 1 16:40 ‐17:00

111 71 F F 11 30 3670 2130

262 US 101 SB De La Cruz Blvd. Guadalupe Pkwy. 0.77 4 3 1 17:20 ‐17:40

52 36 E D 40 70 6240 2520

261 US 101 SB Guadalupe Pkwy. N. First St. 0.64 4 3 1 17:00 ‐17:20

75 73 F F 24 30 5400 2190

260 US 101 SB N. First St. Old Bayshore Hwy. 0.49 4 3 1 17:20 ‐17:40

160 108 F F 6 20 2880 2160

259 US 101 SB Old Bayshore Hwy. I‐880 0.50 4 3 1 17:20 ‐17:40

136 90 F F 6 20 2450 1800

258 US 101 SB I‐880 Oakland Rd. 0.57 4 3 1 17:20 ‐17:40

109 77 F F 12 30 3930 2310



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

257 US 101 SB Oakland Rd. McKee Rd. 1.58 4 3 1 17:20 ‐17:40

56 36 E D 36 70 6050 2520

256 US 101 SB McKee Rd. Santa Clara St. 0.39 4 3 1 16:40 ‐17:00

52 46 E D 40 50 6240 2300

255 US 101 SB Santa Clara St. I‐280 0.88 4 3 1 17:20 ‐17:40

53 38 E D 39 60 6210 2280

254 US 101 SB I‐280 Story Rd. 0.38 4 3 1 17:20 ‐17:40

31 34 D D 65 70 6050 2380

253 US 101 SB Story Rd. Tully Rd. 1.46 4 3 1 17:20 ‐17:40

42 28 D D 52 70 6560 1960

252 US 101 SB Tully Rd. Capitol Expwy. 1.33 4 3 1 15:20 ‐15:40

38 21 D C 58 70 6620 1470

251 US 101 SB Capitol Expwy. Yerba Buena Rd. 0.80 4 3 1 16:40 ‐17:00

24 20 C C 66 70 4760 1400

250 US 101 SB Yerba Buena Rd. Hellyer Av. 0.90 4 3 1 17:00 ‐17:20

36 16 D B 61 70 6590 1120

249 US 101 SB Hellyer Av. Silver Creek Valley Rd. 1.84 4 3 1 15:40 ‐16:00

29 21 D C 65 70 5660 1470

248 US 101 SB Silver Creek Valley Rd. Bernal Rd. 1.48 4 3 1 17:00 ‐17:20

19 12 C B 66 70 3770 840

247 US 101 SB Bernal Rd. SR 85 0.20 4 3 1 17:20 ‐17:40

35 22 D C 62 70 6510 1540

246 US 101 SB SR 85 Lane Drop (SB) 1.00 5 4 1 18:20 ‐18:40

19 21 C C 66 70 5020 1470

245 US 101 SB Lane Drop (SB) Sheller Av. 4.32 4 3 1 15:40 ‐16:00

45 48 D E 48 50 6480 2400

244 US 101 SB Sheller Av. Burnett Av. (Lane Drop) 2.57 4 3 1 17:20 ‐17:40

64 61 F F 30 40 5760 2440

243 US 101 SB Burnett Av. (Lane Drop) Cochrane Rd. 0.87 3 3 0 16:40 ‐17:00

84 0 F 19 4790

242 US 101 SB Cochrane Rd. East Dunne Av. 1.82 3 3 0 17:00 ‐17:20

50 0 E 42 6300

275.01

US 101 SB East Dunne Av. Tennant Av. 0.96 3 3 0 17:20 ‐17:40

50 0 E 42 6300

275.02

US 101 SB Tennant Av. San Martin Av. 3.55 3 3 0 17:00 ‐17:20

57 0 E 36 6160

275.03

US 101 SB San Martin Av. Masten Av. 2.17 3 3 0 17:00 ‐17:20

46 0 D 47 6490

275.04

US 101 SB Masten Av. Buena Vista Av. 1.16 3 3 0 17:00 ‐17:20

27 0 D 66 5310

275.05

US 101 SB Buena Vista Av. Leavesley Rd. 1.60 3 3 0 15:20 ‐15:40

28 0 D 66 5510



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

275.06

US 101 SB Leavesley Rd. Pacheco Pass Hwy. 1.46 3 3 0 17:20 ‐17:40

21 0 C 66 4160

275.07

US 101 SB Pacheco Pass Hwy. Monterey Rd. 1.11 3 3 0 17:20 ‐17:40

50 0 E 42 6300

275.08

US 101 SB Monterey Rd. Bloomfield Av. 1.85 2 2 0 17:20 ‐17:40

73 0 F 25 3650

275.09

US 101 SB Bloomfield Av. Betabel Rd. 4.15 2 2 0 17:00 ‐17:20

19 0 C 66 2510

275.1

US 101 SB Betabel Rd. SR 129 1.61 2 2 0 16:20 ‐16:40

23 0 C 66 3040

275.11

US 101 SB SR 129 SR 156 1.78 2 2 0 15:20 ‐15:40

13 0 B 67 1730

89 SR 237 WB I‐880 McCarthy Blvd. 0.40 3 2 1 16:20 ‐16:40

20 9 C A 66 70 2640 630

90 SR 237 WB McCarthy Blvd. Zanker Rd. 0.94 3 2 1 18:00 ‐18:20

32 17 D B 64 70 4920 1190

91 SR 237 WB Zanker Rd. N. First St. 1.61 3 2 1 17:00 ‐17:20

45 11 D A 48 70 4320 770

92 SR 237 WB N. First St. Great America Pkwy. 1.00 3 2 1 17:40 ‐18:00

38 14 D B 58 70 4410 980

93 SR 237 WB Great America Pkwy. Lawrence Expwy. 1.27 3 2 1 17:00 ‐17:20

27 15 D B 66 70 3540 1050

94 SR 237 WB Lawrence Expwy. N. Fair Oaks Av. 0.63 3 2 1 17:40 ‐18:00

61 38 F D 32 60 3910 2280

95 SR 237 WB N. Fair Oaks Av. Mathilda Av. 0.96 3 3 0 17:40 ‐18:00

84 0 F 19 4790

96 SR 237 WB Mathilda Av. US 101 0.53 2 2 0 17:40 ‐18:00

82 0 F 20 3280

97 SR 237 WB US 101 Maude Av. 0.71 2 2 0 17:40 ‐18:00

95 0 F 15 2850

98 SR 237 WB Maude Av. Central Pkwy. 0.80 2 2 0 18:00 ‐18:20

77 0 F 23 3550

99 SR 237 WB Central Pkwy. SR 85 0.63 2 2 0 17:40 ‐18:00

64 0 F 30 3840

100 SR 237 WB SR 85 El Camino Real 0.40 2 2 0 17:20 ‐17:40

43 0 D 51 4390

130 I‐280 WB US 101 McLaughlin Av. 0.37 4 4 0 17:00 ‐17:20

25 0 C 66 6600

129 I‐280 WB McLaughlin Av. 10th St. 0.92 4 4 0 17:00 ‐17:20

29 0 D 65 7540

128 I‐280 WB 10th St. SR 87 1.20 4 4 0 17:20 ‐17:40

36 0 D 61 8790



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

127 I‐280 WB SR 87 Bird Av. 0.35 4 4 0 17:20 ‐17:40

84 0 F 19 6390

126 I‐280 WB Bird Av. Meridian Av. 1.07 4 4 0 16:40 ‐17:00

39 0 D 57 8900

125 I‐280 WB Meridian Av. I‐880 1.40 4 3 1 17:20 ‐17:40

21 10 C A 66 70 4720 700

124 I‐280 WB I‐880 Winchester Blvd. 0.55 4 3 1 17:20 ‐17:40

43 20 D C 51 70 6580 1400

123 I‐280 WB Winchester Blvd. Saratoga Av. 1.37 4 3 1 17:20 ‐17:40

40 16 D B 55 70 6600 1120

122 I‐280 WB Saratoga Av. Lawrence Expwy. 1.19 4 3 1 16:40 ‐17:00

27 15 D B 66 70 5310 1050

121 I‐280 WB Lawrence Expwy. Wolfe Rd. 1.24 4 3 1 16:00 ‐16:20

25 12 C B 66 70 4950 840

120 I‐280 WB Wolfe Rd. De Anza Blvd. 1.06 4 3 1 16:40 ‐17:00

27 14 D B 66 70 5310 980

119 I‐280 WB De Anza Blvd. SR 85 1.31 4 3 1 16:00 ‐16:20

27 10 D A 66 70 5310 700

118 I‐280 WB SR 85 Foothill Expwy. 0.70 4 3 1 15:20 ‐15:40

28 12 D B 66 70 5510 840

117 I‐280 WB Foothill Expwy. Magdalena Av. 2.65 4 3 1 16:00 ‐16:20

23 13 C B 66 70 4560 910

116 I‐280 WB Magdalena Av. El Monte Rd. 0.95 4 4 0 16:40 ‐17:00

33 0 D 64 8450

115 I‐280 WB El Monte Rd. La Barranca Rd. 1.60 4 4 0 15:40 ‐16:00

20 0 C 66 5280

114 I‐280 WB La Barranca Rd. Page Mill Rd. 1.73 4 4 0 16:00 ‐16:20

22 0 C 66 5810

113.1

I‐280 WB Page Mill Rd. Alpine Rd. 2.25 4 4 0 17:00 ‐17:20

66 0 F 29 7660

50 I‐680 SB Scott Creek Rd. Jacklin Rd. 1.57 4 3 1 17:00 ‐17:20

40 12 D B 55 70 6600 840

49 I‐680 SB Jacklin Rd. Calaveras Blvd./SR 237 0.85 4 3 1 15:40 ‐16:00

79 16 F B 22 70 5220 1120

48 I‐680 SB Calaveras Blvd./SR 237 Yosemite Dr. 0.69 4 4 0 15:40 ‐16:00

95 0 F 15 5700

47 I‐680 SB Yosemite Dr. Montague Expwy. 0.77 4 4 0 15:40 ‐16:00

101 0 F 14 5660

46 I‐680 SB Montague Expwy. Capitol Av. 1.00 4 4 0 15:40 ‐16:00

98 0 F 15 5880

45 I‐680 SB Capitol Av. Hostetter Rd. 0.31 4 4 0 18:00 ‐18:20

100 0 F 14 5600



Miles


Time



Mixed HOV

Mixed HOV

Mixed HOV

Mixed

HOV

Mixed HOV

44 I‐680 SB Hostetter Rd. Berryessa Rd. 0.94 4 4 0 18:20 ‐18:40

75 0 F 24 7200

43 I‐680 SB Berryessa Rd. McKee Rd. 1.47 4 4 0 18:00 ‐18:20

44 0 D 50 8800

42 I‐680 SB McKee Rd. Alum Rock Av. 0.64 4 4 0 17:40 ‐18:00

55 0 E 37 8140

41 I‐680 SB Alum Rock Av. Capitol Expwy. 0.31 4 4 0 17:00 ‐17:20

29 0 D 65 7540

40 I‐680 SB Capitol Expwy. King Rd. 1.00 4 4 0 17:00 ‐17:20

26 0 C 66 7560

39 I‐680 SB King Rd. US 101 0.40 4 4 0 18:00 ‐18:20

25 0 C 66 6600

13 I‐880 SB Dixon Landing Rd. SR 237 1.99 4 3 1 17:20 ‐17:40

29 19 D C 65 70 6410 1330

14 I‐880 SB SR 237 Great Mall Pkwy. 0.72 4 3 1 17:20 ‐17:40

82 38 F D 20 60 4920 2280

15 I‐880 SB Great Mall Pkwy. Montague Expwy. 0.98 4 3 1 17:20 ‐17:40

68 28 F D 27 70 5510 1960

16 I‐880 SB Montague Expwy. E. Brokaw Rd. 1.35 4 3 1 17:20 ‐17:40

84 40 F D 19 60 4790 2400

17 I‐880 SB E. Brokaw Rd. US 101 1.29 4 3 1 17:40 ‐18:00

75 41 F D 24 60 5400 2460

18 I‐880 SB US 101 N. 1st St. 0.49 4 3 1 17:00 ‐17:20

65 0 F 29 5660

19 I‐880 SB N. 1st St. SR 87 0.40 3 3 0 17:00 ‐17:20

78 0 F 22 5150

20 I‐880 SB SR 87 Coleman Av. 0.51 3 3 0 18:00 ‐18:20

66 0 F 29 5750

21 I‐880 SB Coleman Av. The Alameda 0.59 3 3 0 17:20 ‐17:40

89 0 F 18 4810

22 I‐880 SB The Alameda N. Bascom Av. 0.82 3 3 0 17:20 ‐17:40

56 0 E 36 6050

23 I‐880 SB N. Bascom Av. Stevens Creek Blvd. 0.84 3 3 0 16:20 ‐16:40

45 0 D 48 6480

24 I‐880 SB Stevens Creek Blvd. I‐280 0.41 3 3 0 16:20 ‐16:40

26 0 C 66 5150


Freeway Gateway Counts SantaClaraCountyhasfourmain“gateways”throughwhichtrafficflowsinandoutoftheCountyfromotherpartsoftheregion.VehiclecountsarecollectedalongthesegatewaysduringtheAMandPMpeakperiods.Thedataisanalyzedtodeterminefreewaydemandintermsofinflowsandoutflows.InflowsrefertovehiclesenteringSantaClaraCountyandoutflowsrefertovehiclesleavingSantaClaraCounty.

Thefourmaingatewaysareservedbysixfreewaysandtheyaregroupedasfollows:

Santa Cruz Gateway: ThegatewaytothesouthwestconnectsSantaClaraCountywithSantaCruzCounty.SR17istheprimaryfreewayconnection.

Southern Gateway: ThegatewayconnectsSantaClaraCountytothesoutherncountiesofSanBenito,MontereyandMercedCounties.ThisconnectionisprimarilyservedbyUS101.

Peninsula Gateway: ThegatewaytothenorthwestconnectsSantaClaraCountytodestinationsonthepeninsulaincludingSanMateo,SanFranciscoandMarinCounties.ThefreewaysservingthisgatewayareUS101andI‐280.

East Bay Gateway: ThegatewaytothenortheastconnectsSantaClaraCountytotheEastBayCountiesofAlameda,ContraCosta,SanJoaquinandStanislaus.ThisconnectionisprimarilyservedbyI‐680andI‐880.

Methodology Directgroundtrafficcountsarecollectedeachyearatthesesixfreewaygatewaylocationsatornearthecountyline.Countswerecollectedfrom6:30to9:30AMandfrom3:30to6:30PMineachdirectiononOctober18th,November15th,17th,and30th.Theone‐hourperiodwiththegreatestvehiclevolumerecordedisconsideredthepeakhour.Thefollowingfiguresandanalysesinthissectionarebasedonpeakhourvolumes.

Gatewaycountswerecollectedatthefreewaylocationsspecified.Todeterminetotalgatewayflow,acomprehensivecountisneededtoincludeurbanarterialsandruralroadsthatalsocarryvehiclesacrossthecountyline.

Speed-Throughput Relationship Trafficengineeringtheorystatesthatfreewayscarrythehighestvolumesoftraffic,orachieveclosetooptimalflowwhentrafficspeedsarearound30to35milesperhour.Atthisspeed,acombinationofmoderatespeedandhighvehicledensityresultsinmorevehiclespassinggivenacountlocation.Above35milesperhour,theincreasinggapbetweenspeedingvehiclesdecreasesvehicledensityandtherefore,theflowrate.Belowthisspeed,trafficisdenserbuttheslower


speedsmeanfewervehiclesarepassingthecountlocation.Thisresultsinincreasedvehicledensitydespitelowervehiclecounts.

Whenconsideringtherelationshipbetweenvehiclespeedandvehiclevolume,itshouldbenotedthatvehiclevolumealoneisnotindicativeofachangeinroadwayoperations.Rather,increasedvehiclevolumesmayreflecttravelspeedsthatareapproachingoptimalflow,orspeedsaround30‐35milesperhour.

AM Peak Hour Inflow ThetotalinflowgatewayvolumesduringtheAMpeakhourincreasedby1.2%over2015volumes.Totaloutflowvolumesdecreasedby0.6%overall.TheratioofinflowtooutflowduringtheAMpeakhourchangedfrom1.35in2015to1.37in2016.Thesenumbersaccountonlyforthevolumesonfreewaysateachgatewayandarenotintendedtorepresenttotalgatewayflows.Ascreenlineofeachgatewaywouldincludeurbanarterialsandruralroadsalsocarryingtraffictoandfromthecounty.

Figure4.12showsagraphicalrepresentationofhowtheinflowsintoSantaClaraCountyhavevariedoverthelast16yearsforeachofthefourgatewaysintheAMpeakhour.Asthisfigureshows,thePeninsulaandtheEastBaygatewayshaveremainedfairlyconsistentinrecentyearscomparedtofindingsbefore2008.TheSantaCruzandSoutherngatewayshavealsobeenfairlyconsistentbuthadunusualdropsin2010and2012,respectively.

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000

2001

2002

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

Total A

M Peak Hour En

tering Volume

Peninsula Gateway

East Bay Gateway

Santa Cruz Gateway

Southern Gateway

Figure4.12AMPeakHourGatewayInflows,2001‐2016


AM Peak Hour Outflow Thetrendfortheoutflowsoverthelast16yearsisshowninFigure4.13foreachofthefourgateways.VehicleoutflowcountsintheAMpeakhourhavebeenconsistentoverthelast6yearsexceptfortheSoutherngateway,whichhadanunusualincreasein2012.VehiclesoutflowsconsistentlyincreasedforthePeninsulaandEastBaygatewaysinrecentyears;however,in2016,thePeninsulaexperiencedminimalchange,andtheEastBaydecreasedmodestly.

PM Peak Hour Inflow ThetotalinflowgatewayvolumesduringthePMpeakhourdecreasedby0.2%below2015volumes.Totaloutflowvolumesshowedasizableincreaseof7.3%inthevolumeofvehiclesleavingSantaClaraCountyviathesixfreeways.Thishasresultedinachangefromabout0.82enteringvehiclesforeveryexitingvehiclein2015to0.76in2016.Thesenumbersaccountonlyforthevolumesonfreewaysateachgatewayandarenotrepresentativeoftotalgatewayflows.

Figure4.14showshowtheinflowsintoSantaClaraCountyhavevariedoverthelast20yearsforthePeninsula,EastBayandSoutherngateways,andhowtheSantaCruzgatewaycountshaveremainedflat.2016countsforthesegatewaysgenerallyfallsomewhereinthemiddlecomparedtotheprevious20yearsofdata.Whilethereisvariationfromyeartoyear,inflowfromthePeninsulaandEastBayhasbeentrendingupinthelastfouryears;however,in2016,thePeninsulawasobservedtohaveadecreaseininboundvolumeandinflowfromtheSouthernandtheSantaCruzgatewayshasremainedflatinthelastfouryears.

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000

2001

2002

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

Total A

M Peak Hour En

tering Volume

Peninsula Gateway

East Bay Gateway

Santa Cruz Gateway

Southern Gateway

Figure4.13AMPeakHourGatewayOutflows,2001‐2016


PM Peak Hour Outflow Thetrendfortheoutflowsoverthelast20yearsisshowninError! Reference source not found.5foreachofthefourgateways.TheSoutherngatewayexperiencedsignificantgrowthbetween2001and2006butwasrelativelyconsistentbetween2008and2015withanoutlierdipin2012.In2016,theSoutherngatewayshowedasubstantialincreaseinoutflowvolume,reachingalevelsimilartothepeakin2006.TheSantaCruzgatewayexperiencedgrowthuntil2001.In2005,itsvolumedroppedtoroughly1996levels,andithasremainedconstantsincethen.ExitingvolumestothePeninsulashowedlargevariationuntil2008butsince2008,outflowvolumeshavefluctuatedupanddownataround14,000vehicles.EastBaygatewayvolumeshavefluctuatedoverthe21yearsthatdatahavebeencollected.Between2012and2015,outflowvolumesincreased,andin2016theydecreasedslightly.Overall,theEastBaygatewayvolumeshavebeen500to1,000vehiclesabovethe21‐yearaveragesince2012.

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000

Total PM Peak Hour En

tering Volume

Peninsula Gateway

East Bay Gateway

Santa Cruz Gateway

Southern Gateway

Figure4.14PMPeakHourGatewayInflows,1996‐2016


Inflows vs. Outflows Figure4.16showsacomparisonbetweenthetotalinflowandoutflowfromSantaClaraCountyatthefourgatewaysduringtheAMpeakhour.Thisfigurealsoshowsthepercentdifferencebetweeninflowsandoutflows.Onaverage,vehiclesenteringSantaClaraCountyintheAMpeakhouraccountforapproximately25%morevehiclesthanvehiclesleavingSantaClaraCounty.Thepercentdifferencehasbeenaround30%inrecentyearsbutdecreasedto26%in2016duetoaslightincreaseininflows.

Figure4.17showsacomparisonbetweenthetotalinflowandoutflowfromSantaClaraCountyatthefourgatewaysoverthelast20yearsforthePMpeakhour.Thisfigurealsoshowsthepercentdifferencebetweeninflowsandoutflows.Onaverage,therehasbeenabouta23%differencebetweeninflowsandoutflowsoverthelast20yearswithoutflowsbeinghigherduringthePMpeakhour.Resultsfrom2016showedoutflowstobeabout31%greaterthaninflows,whichisa9%increasefromwhatwasrecordedin2015(28%),butonlya3%increaseoverwhatwasrecordedin2014.

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000To

tal PM Peak Hour En

tering Volume

Peninsula Gateway

East Bay Gateway

Santa Cruz Gateway

Southern Gateway

Figure4.15PMPeakHourGatewayOutflows,1996‐2016


0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%

0

5,000

10,000

15,000

20,000

25,000

30,000

35,000

40,000

45,000

Percent Diff. In

flow vs. Outflow

Total A

M Peak Hour Volume

Inflows Outflows %Difference

0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%

0

5,000

10,000

15,000

20,000

25,000

30,000

35,000

40,000

45,000

1996

1997

1998

2000

2001

2002

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

Percent Diff. In

flow vs. Outflow

Total PM Peak Hour Volume

Inflows Outflows %Difference

Figure4.162014AMGatewayInflowvs.Outflow

Figure4.172014PMGatewayInflowvs.Outflow


RURAL HIGHWAY

Introduction Therearesevenstate‐operatedruralhighwaysinSantaClaraCounty(Table5.1).VTAmonitorslevelofservice(LOS)ontheseroutesbymeasuringtrafficvolumesalongoneormoresegments.

TABLE 5.1 | RURAL HIGHWAY COUNT LOCATIONS

# Roadway Location

1 SR 35 North of SR 9

2 SR 35 South of SR 9

3 SR 9 West of Sanborn Rd.

4 SR 9 South of Big Basin Rd.

5 Saratoga/Sunnyvale Rd* North of Big Basin Rd.

6 SR 130 (Mt. Hamilton Rd.) East of Clayton Rd.

7 SR 152 West of Santa Teresa Bl.

8 SR 152* West of Holsclaw Rd.

9 SR 25 South of Bloomfield Av.

10 SR 156 South of SR 152

11 SR 152* East of SR 156

12 SR 9 East of SR 35

*Multilane roadways

Level of Service Definitions LOSproceduresoutlinedinthe2000HCMusethemeasuresofpercenttime‐spentfollowingandaveragetravelspeed.Thesearedeterminedusingappropriateinputsforpeak‐hourandpeak‐15‐minutetrafficvolumes,thepercentagesplitbetweenthetwodirectionsoftraffic,thepercentageoftrucksinthetrafficflow,andthetypeofterrain.LOSdefinitionsareshowninTable5.2.ClassIhighwaysarethoseonwhichmotoristsexpecttotravelatrelativelyhighspeeds,andincludethosethatareprimaryarterialsanddailycommuterroutes.ClassIIarefacilitieswherelowerspeedsareexpectedandserveshorterroutes.Additionally,therearethreemultilanehighwaysandLOSisbasedondensityandderivedfrominputssuchasnumberoflanes,volume,andpercenttrucks.

5


TABLE 5.2 | RURAL HIGHWAY LEVEL OF SERVICE DEFINITIONS (CLASS I)

Level of Service

Percent Time‐Spent Following

Average Travel Speed (mph) Description

A <=35 >55

Highest quality of traffic service, when motorists are able to travel at their desired speed. The passing frequency required to maintain these speeds has not reached a demanding level, so that passing demand is well below passing capacity, and platoons of three or more vehicles are rare.

B >35 – 50 >50 – 55

The demand for passing to maintain desired speeds becomes significant and approximates the passing capacity at the lower boundary of LOS B. Drivers are delayed in platoons up to 50 percent of the time.

C >50 – 65 >45 – 50

Further increases in flow exist, resulting in noticeable increases in platoon formation, platoon size, and frequency of passing impediments. Unrestricted passing demand exceeds passing capacity. At higher volumes the chaining of platoons and significant reductions in passing capacity occur. Although traffic flow is stable, it is susceptible to congestion due to turning traffic and slow‐moving vehicles.

D > 65 ‐ 80 > 40 – 45

Unstable traffic flow. The two opposing traffic streams begin to operate separately at higher volume levels, as passing becomes extremely difficult. Passing demand is high, but passing capacity approaches zero. Mean platoon sizes of 5 to 10 vehicles are common.

E >80 <= 40 Passing is virtually impossible, and platooning becomes intense, as slower vehicles or other interruptions are encountered.

F Whenever flow rate exceeds capacity Heavily congested flow with traffic demand exceeding capacity. Volumes are below capacity, and speeds are below capacity as well.

Methodology Trafficcountswereconductedatspecificlocationsonthe12ruralhighwaysegments.Theselocationsarerepresentativeofthe12overallruralhighwaysegmentsshowninTable5.1.Ateachlocation,thetrafficcountersrecordeddataonthreeconsecutivedaysfromTuesdayNovember15,2016throughThursdayNovember17,2016.Two‐lanehighwaytrafficcountsusedautomatichosecounterswhichrecordeddirectionaltrafficclassificationvolumesin15‐minuteincrements.Multilanehighwaysaretoolargetousetubecounters,therefore,thesecountswereconductedusingvideorecordings.VehicleclassificationcountsformultilanehighwaysreflecttheaverageofheavyvehiclepercentagesintheweekdayAM(6:30a.m.–9:30a.m.)andPM(4:00p.m.–7:00p.m.)peakperiods.Vehicleclassificationcountsfortwo‐lanehighwaysreflecttheaverageofheavyvehiclepercentagesforthesurveyeddaywiththe


highestdailytrafficvolumes.Automatichosecountersareusedtomeasurevehiclecountsbythenumberoftimesthehoseisdepressedbytravelingvehicles.Sincehosecounterscannotmeasurethedirectionofavehicleordistinguishthedifferencebetweenafour‐axletruckandtwocars,theLOSprocedureinthe2000HighwayCapacityManual(HCM)isusedtoproduceamoreaccuratecount.Specifically,the2000HCMLOSprocedureisusedtomeasurethepercenttime‐spentfollowingandaveragetravelspeed,withappropriateinputsforpeakhourandpeak15minutetrafficvolumes,thepercentagesplitbetweenthetwodirectionsoftraffic,thepercentageoftrucksinthetrafficflow,andthetypeofterrain.Table5.3 summarizestheLOSanalysisinputsforthe12ruralhighwaysegmentsbeinganalyzedaspartofthe2016VTALOSMonitoringandConformanceStudy.

TABLE 5.3 | RURAL HIGHWAY ASSUMPTIONS

No. Location # of Lanes

Type of

Terrain Start of

Peak Hour Peak

Direction1 Direction Split1 PHF1

Percent Trucks2

1 SR 35 N. of SR 9 2 Rolling 4:30 PM SB 85/15 0.99 8

2 SR 35 S. of SR 9 2 Rolling 5:00 PM SB 79/21 0.77 9

3 SR 9 W. of Sanborn 2 Rolling 4:45 PM WB 62/38 0.95 7

4 SR 9 S. of Big Basin 2 Level 7:45 AM NB 73/27 0.92 5

5 Saratoga‐Sunnyvale Road N. of Big Basin Way

4 Level 7:45 AM NB 65/35 0.90 4

6 SR 130 E. of Clayton 2 Level 3:30 PM EB 50/50 0.91 11

7 SR 152 W. of S. Teresa Bl. 2 Level 3:45 PM EB 55/45 0.89 7

8 SR 152 W. of Holsclaw Rd. 4 Level 4:00 PM EB 67/33 0.97 7

9 SR 25 S. of Bloomfield Av. 2 Level 3:45 PM SB 66/34 0.98 10

10 SR 156 S. of SR 152 2 Level 4:30 PM SB 59/41 0.98 9

11 SR 152 E. of SR 156 4 Level 4:15 PM EB 68/32 0.93 18

12 SR 9 E. of SR 35 2 Rolling 5:00 PM EB 70/30 0.89 6

1These factors were calculated for the peak hour of the day with highest ADT. 2Percent of buses and trucks obtained from 3‐day classification counts.

Data Analysis ThetrafficvolumesinTable5.4presentstheLOSandvolumesforthe12ruralhighwaysegmentsanalyzedaspartoftheVTALevelofServiceMonitoringandConformanceStudybetween1991and2016.Thistableissplitbetweenpagestocapture1991–2002and2004–2016inordertoincreasereadability.ThevolumesinTable5for2016reflectthepeakhourvolumeasderivedfromanaverageofthethreecollecteddays.

Overall,volumesonthe12ruralhighwaysegmentsarehigherthantheywerein2014exceptatlocation11wheretheyareabout10%lower.Alllocationsarewithintherangeobservedsincemonitoringbeganin1991.


Thefollowingsevenruralhighwaystudysegmentsexperiencedincreasesinpeakhourtrafficvolumeby10%ormore:

StateRoute35northofStateRoute9(#1)–from169vehiclesperhourin2014to241vehiclesperhourin2016,anincreaseof43%.Themaximumobservedsince2000was288.

StateRoute35southofStateRoute9(#2)–from70vehiclesperhourin2014to117vehiclesperhourin2016,anincreaseof67%.Themaximumobservedsince2000was125.

StateRoute9westofSanbornRoad(#3)–from212vehiclesperhourin2014to310vehiclesperhourin2016.Themaximumobservedsince2000was367.

Saratoga‐SunnyvaleRoadnorthofBigBasinWay(#5)–from1,408vehiclesperhourin2014to1,596vehiclesperhourin2016,anincreaseof13%.Themaximumobservedsince2000was2,316.

HamiltonRoad(StateRoute30)eastofClaytonRoad(#6)–from45vehiclesperhourin2014to62vehiclesperhourin2016,anincreaseof38%.Themaximumobservedsince2000was72.

StateRoute152eastofStateRoute156(#10)–from891vehiclesperhourin2014to981vehiclesperhourin2016,anincreaseof10%.Themaximumobservedsince2000was1,565.

StateRoute9eastofStateRoute35(#12)–from241vehiclesperhourin2014to326vehiclesperhourin2016,anincreaseof35%.Themaximumobservedsince2000was479.

Thefollowingruralhighwaystudysegmentexperiencedadecreaseintrafficvolumesofmorethan10%duringthepeakhoursince2014:

StateRoute152eastofStateRoute156(#11)–from2,853vehiclesperhourin2014to2,558vehiclesperhourin2016,adecreaseof10%.Theminimumobservedsince2000was1,282.

Theremainingfoursegmentsonlyhadminimalchanges(lessthan10%)intrafficvolumessince2014.

ThefollowingsegmentshadachangeinLOSbetween2014and2016:

StateRoute35northofStateRoute9(#1)wentfromLOSBtoLOSCasaresultofa43%increaseinpeakhourtrafficvolumebetween2014and2016.

StateRoute35southofStateRoute9(#2)wentfromLOSAtoLOSBasaresultofa67%increaseinpeakhourtrafficvolumebetween2014and2016.


StateRoute152westofHolsclawRoad(#8)wentfromLOSBtoLOSAasaresultofadecrease in truckpercentageand increase in thepeakhour factorbetween2014and2016.


TABLE 5.4 | RURAL HIGHWAYS LEVEL OF SERVICE

# Location 2000 2001 2002 2004 2005 2006 2007 2008 2009 2010 2012 2014 2016

1StateRoute35 288 160 156 143 131 134 145 129 127 121 154 169 241

N.ofSR9 B B A B B B B B A A B B C

2StateRoute35 111 62 69 86 85 125 101 91 96 66 83 70 117

S.ofSR9 A A A A A A A A A A A A B

3StateRoute9 362 367 332 286 259 305 278 226 291 306 246 212 310

W.ofSanborn C C B B B B B B B B B B B

4StateRoute9 1,986 1,528 1,499 1,441 1,432 1,720 1,588 1,397 1,539 1,537 1,342 1,255 1,341

S.ofBigBasin E E E D E E E E E E D D D

5*

Saratoga‐Sunnyvale

1,302 2,006 2,316 1,579 1,539 1,544 1,842 1,464 1,528 1,527 1,451 1,408 1,596

N.ofBigBasin D E F E E E E E E E A A B

6

HamiltonRd.(SR130)

70 59 59 55 50 60 54 54 72 44 45 45 62

E.ofClayton A A A A A A A A A A A A A

7StateRoute152 664 754 802 707 536 831 779 748 769 699 607 680 711

W.ofSantaTeresa C C C C C D D D C C C C C

8**StateRoute152 2,017 1,904 2,883 1,979 1,890 1,554 2,032 1,839 1,865 1,617 1,712 1,608 1,643

W.ofHolsclaw F E F E E E E E E E E B A

9StateRoute25 2,122 2,662 3,882 1,964 1,997 1,959 2,078 2,044 1,974 1,958 2,213 1,918 2,038

S.ofBloomfield E F F E E E E E F E E E E

10StateRoute156 1,005 715 1,565 1,137 1,171 964 1,360 1,006 1,080 1,143 1,134 891 981

S.ofSR152 D D E D D D D D D D D D D

11***StateRoute152 2,341 2,697 3,916 2,856 2,812 2,157 2,750 2,656 2,722 2,692 2,554 2,853 2,558

E.ofSR156 B B C C C B B C C B B B B

12StateRoute9 406 479 446 274 273 352 296 286 288 269 260 241 326

E.ofSR35 B B B B B C B B B B B C C

Volumeisthepeakhourtwo‐wayvolumeand1991isthebaselineyear./*Saratoga‐SunnyvaleRoadnorthofBigBasinWaywasevaluatedasatwo‐lanehighwayuntil2012andasafour‐lanedividedhighwaystartingin2012./**StateRoute152WestofHolsclawwasevaluatedasatwo‐lanehighwayuntil2012andasafour‐lanedividedhighwaystartingin2014./***StateRoute152eastofSR156wasevaluatedasatwo‐lanehighwayin1991andasafour‐lanedividedhighwayafter1991.


EXPRESSWAY STUDY

Introduction TheexpresswaystudyanalyzestraveltimescollectedbytheSantaClaraCountyRoadsandAirportsDepartment.Thestudymeasurestraveltime,averagetravelspeedandthenumberofvehiclestopsforeachoftheeightexpresswaysinSantaClaraCounty.

Methodology SantaClaraCountyRoadsandAirportsDepartmentstafflastyearinstalledBluetooth(BT)readersatselectedintersectionsthroughoutalleightCountyexpresswaystocollecttraveltimesaspartofthePredictiveSignalTimingCoordinationProject.TheBTinstallationenablesCountytoobtaincontinuoustraveltimedataona24/7basiswheretraveltimeinformationcanbeextractedforamomentintime,oranaverageforaperiodoftimes.Unfortunatelywithlimitedgrantfunds,CountywasnotabletoinstallBTunitsatallexpresswaysignalizedintersectionsnorwasabletocoverthewholelengthofallcorridors;therefore,revisedsegmentlimitsareshowntoreflect2016studysegments.Inaddition,the“NumberofStops”dataisnotavailablewiththisautomatedtraveltimecollectionsystemin2016.

Thefollowingfiguresshowtheaveragetravelspeedsforeachexpresswayfrom2006to2016(expresswaydatawasnotcollectedin2003,2009,2011,2013and2015).Table6.1showstheoverallaveragetraveltimeandaveragenumberofstops(numberoftimestrafficcametozeromilesperhourduringtheexpresswayrun)fortheyears2008to2016.Notingthattheinformationisnotreflectiveofastraightcomparisonduetothecollectionmethodology.

Itisimportanttonotethatthisanalysisisbasedonarelativelysmallsetofsamples.Assuch,ahealthymarginoferrorshouldbeappliedwithanalyzingthedata.

Almaden Expressway AsshowninFigure6.1,traveltimesforAlmadenExpresswaydecreasedforbothdirectionsintheAMandPMpeakperiodduetothereviseddatacollectionmethod.AlmadenExpresswaylimitsforthedatacollectionwerebetweenCamdenAvenueandIronwoodDrive.

6


Capitol Expressway AsshowninFigure6.2,thePMnorthboundtraveldirectionsshowedmoderateincreasesintraveltimes.Allotherdirectionsshowedadecrease.ThelimitsofthetraveltimesonCapitolExpresswayarebetweenNarvaezAvenueandExcaliburDrive.

8.0

10.0

12.0

14.0

16.0

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2006 2007 2008 2010 2012 2014 2016

AM Northbound AM Southbound

PM Northbound PM Southbound

0.0

5.0

10.0

15.0

20.0

25.0

2006 2007 2008 2010 2012 2014 2016



Figure6.1AlmadenExpresswayTravelTimes(Minutes),2006‐2016

Figure6.2CapitolExpresswayTravelTimes(Minutes),2006‐2016


Central Expressway TraveltimesonCentralExpresswayin2016remainedsteadyforalldirectionsintheAMandPMpeakperiods.AsshowninFigure6.3,showsthetraveltimesduringtheAMandPMpeakperiods.ThelimitsforCentralExpresswayinthisroundofdatacollectionarebetweenMayfieldAvenueandDeLaCruzBoulevard.

Foothill Expressway AsshowninFigure6.4,traveltimesforFoothillExpresswaydecreasedinthePMsouthbounddirectionwhiletheotherdirectionsrecordedsteadytraveltimes.FoothillExpressway’straveltimeswererecordedbetweenthelimitsofHomesteadRoadandPageMillRoadinPaloAlto.

0.0

5.0

10.0

15.0

20.0

25.0

2006 2007 2008 2010 2012 2014 2016

AM Eastbound AM Westbound

PM Eastbound PM Westbound

Figure6.3CentralExpresswayTravelTimes(Minutes),2006‐2016


Lawrence Expressway AsshowninFigure6.5,alltraveldirectionsalongLawrenceExpresswayrecordeddecreasesintraveltimes,keepinginmindthatthemethodologyforcollectionhaschanged.ItisalsolikelyitisshowingadecreaseduetothefactthattheprojectlimitscollectedwerebetweenElkoDriveinSunnyvaleandMoorparkAvenueinSanJose.ThesegmentsouthofMoorparktowardsSaratogaAvenuewasnotrecorded.

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2006 2007 2008 2010 2012 2014 2016



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2006 2007 2008 2010 2012 2014 2016



Figure6.4FoothillExpresswayTravelTimes(Minutes),2006‐2016

Figure6.5LawrenceExpresswayTravelTimes(Minutes),2006‐2016


Montague Expressway AsshowninFigure6.6,traveltimesremainedsteadyevenduetothechangeincollectionmethodology.ThesegmentscollectedwerebetweenPectenCourtinMilpitasandMissionCollegeBoulevardinSantaClara.

Page Mill/Oregon Expressway TraveltimesonPageMill/OregonExpresswayremainedrelativelythesamein2016ascomparedto2014.PageMill/OregonExpresswaywasrecordedforthesegmentsbetweenDeerCreekRoadandWestBayshoreRoadinPaloAlto.

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2006 2007 2008 2010 2012 2014 2016



Figure6.6MontagueExpresswayTravelTimes(Minutes),2004‐2014


San Tomas Expressway AsshowninFigure6.8,traveltimesforSanTomasExpresswaydecreasedforalldirectionsinbothAMandPMpeakperiodswiththenewmethodology.ThelimitsoftheareasthatweremonitoredwereBuddAvenueinCampbelltoWalshAvenueinSantaClara,notingthatthisisnottheentirelengthofSanTomasExpressway.

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PM Eastbound PM Westbound

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2006 2007 2008 2010 2012 2014 2016AM Northbound AM Southbound


Figure6.8SanTomasExpresswayTravelTimes(Minutes),2004‐2014

Figure6.7PageMill/OregonExpresswayTravelTimes(Minutes),2004‐2014


TABLE 6.1 | EXPRESSWAY TRAVEL SPEEDS, TRAVEL TIMES, AND STOPS, 2008‐2016

2008 2010 2012 2014 2016

Expressway

Direction Speed (mph)

Travel Time (min) Stops

Speed (mph)


Speed (mph)


Speed (mph)


Speed (mph)

Travel Time (min)

Stops

Almaden Expressway

AM NB* 36.5 14.0 3.3 36.5 13.4 3.8 37.5 13.6 3.8 34.2 15.0 4.8 33.9 8.9 N/A

AM SB 33.5 15.3 7 33.5 13.7 4.8 34.9 14.7 6.3 32.0 16.0 7.3 28.8 10.4 N/A

PM NB 24 21.3 8 24 15.2 6.3 34.6 14.8 4.3 31.9 16.1 6.3 30.6 9.8 N/A

PM SB* 38.7 13.2 1.3 38.7 12.8 2.8 34.3 14.9 4.5 34.1 15.0 5.3 32.6 9.2 N/A

Capitol Expressway

AM NB* 30.2 16.7 5.3 30.2 18.3 7.7 27.1 18.7 7 30.6 16.5 6.7 33.1 14.3 N/A

AM SB 32.7 15.5 3.6 32.7 16.6 7.3 25.9 19.5 8 27.0 18.7 7 31.0 15.3 N/A

PM NB 31.4 16.1 3 31.4 14.9 5.3 33.5 15.1 5.3 29.2 17.3 5.7 26.0 18.2 N/A

PM SB* 31.9 15.9 2.8 31.9 15.1 5.6 38.4 13.2 3.7 31.5 16.0 5.6 31.8 14.9 N/A

Central Expressway AM EB* 34.4 16.8 3.5 34.4 14.2 5 35.4 16.4 4.3 34.7 16.7 7 35.1 16.5 N/A

AM WB 28.1 20.6 6.3 28.1 15.9 5 31.7 18.3 6 35.1 16.5 4.7 32.2 18.0 N/A

PM EB* 28.6 20.3 9.3 28.6 17.8 8.3 31.4 18.5 7 25.3 22.9 7.3 26.1 22.2 N/A

PM WB 30.1 19.3 7.7 30.1 14.3 5.7 36.7 15.8 4.3 37.2 15.6 6.3 35.1 16.5 N/A

Foothill Expressway

AM NB* 29.3 14.9 5 29.3 14.8 5.8 36.2 12.0 5.3 26.7 16.3 7.8 25.8 15.8 N/A

AM SB 32.9 13.2 4.7 32.9 13.8 6 29.4 14.8 6.5 35.1 12.4 6 31.6 12.9 N/A

PM NB 29.1 15.0 7.7 29.1 13.1 5.3 30.4 14.3 5.3 31.7 13.7 5.8 30.7 13.3 N/A

PM SB* 26.9 16.2 7.7 26.9 15.9 8 27.9 15.6 7.3 21.4 20.3 11 25.3 16.1 N/A

Lawrence Expressway

AM NB* 30.6 16.7 6.4 30.6 17.5 8.8 35.3 14.5 4.8 34.9 14.7 5.7 32.7 12.3 N/A

AM SB 30 17.0 7.3 30 15.3 5 33.8 15.1 6 30.5 16.8 6.7 34.4 11.7 N/A

PM NB 27.8 18.4 7.9 27.8 18.4 9 26.8 19.1 8.7 23.6 21.6 10.7 30.7 13.1 N/A

PM SB* 30.2 16.9 4.5 30.2 19.2 9.5 24.2 21.2 10 21.8 23.5 7.7 24.5 16.4 N/A

Montague Expressway

AM NB* 36.9 9.9 3 36.9 9.7 4.3 37.3 9.8 3.3 37.1 9.8 3.3 34.1 9.4 N/A

AM SB 32.7 11.1 3.2 32.7 14.5 7 28.5 12.8 6.8 21.7 16.7 10 22.1 14.5 N/A

PM NB* 30.9 11.8 3 30.9 11.4 4.2 24.5 14.9 7.2 24.1 15.1 7.8 20.9 15.3 N/A

PM SB 28.6 12.7 4 28.6 11.6 4.5 26.8 13.6 6.5 24.2 15.0 7.5 27.1 11.5 N/A

Page Mill Road/Oregon Expressway

AM EB* 26.8 11.9 6 23.3 9.5 4 24.2 11.5 7 28.9 9.6 4 22.5 10.4 N/A

AM WB 19.3 15.2 9.3 18.3 10.5 5 21.0 13.2 7.5 25.5 10.9 5.6 20.7 11.3 N/A

PM EB 22.7 12.3 6.3 22.5 11.6 5.6 23.5 11.8 5.5 21.6 12.9 8.2 19.5 12.0 N/A

PM WB* 25.2 11.7 7.6 23.6 11.3 5.8 23.3 11.9 5.8 23.3 11.9 7 20.9 11.2 N/A

San Tomas Expressway

AM NB* 28.9 20.1 9.7 25.1 17.5 7.8 23.9 21.1 10 21.2 23.8 10 33.4 11.5 N/A

AM SB 29.7 16.2 6 31.2 17.2 9.5 30.4 16.6 8 28.4 17.8 7 34.0 11.3 N/A

PM NB 27.3 18.6 7 27.2 14.9 5 29.7 17.0 8 27.9 18.1 11 30.7 12.5 N/A

PM SB* 28 19.6 8 25.8 18.3 8.4 27.8 18.2 7.3 24.0 21.0 10 26.9 14.3 N/A


Bicycle and Pedestrian Counts

Introduction Forthe2016MonitoringandConformanceReport,VTAcollectedp.m.peakbicycleandpedestriancountsat236CMPintersections.Thesameeffortwasdoneforthe2012and2014MonitoringandConformanceReports.In2014,VTAalsobegancollecting12‐hourbicycleandpedestriancountsattwentyselectedintersections,someofwhicharenon‐CMPintersections.

12-Hour Bicycle and Pedestrian Counts In2014,VTAselectedtwentyintersectionsfor12‐hourcounts.Locationswereselectedbasedonlandusetypology,andwillassistVTAinidentifyingthebicyclistandpedestriantravelbehaviorandpeaktraveltimeinthesedifferentlandusetypologies.Overtime,datafromtheselocationscansupportcountywideplanningeffortsandVTA’sTravelDemandModelbyprovidingamoreaccurateunderstandingofpedestrianandbicycleactivity.Thetwentycountlocationsrepresentthefollowinglandusetypologies:

Downtown Suburbanresidential Ruralresidential Officeparks Commercial/commercial‐industrialcorridors

Tables7.1and7.2showtheintersectionlocations,theirassociatedlandusetypology,andthebicycleandpedestriancountnumbersin2014and2016.

Table7.1:BicycleCountsatTwentyIntersectionsLocation LandUseTypology N/SStreet E/WStreet 2014 2016 Difference

SanJose Downtown 3rdStreet SantaClaraStreet 187 70 ‐117

PaloAlto BryantStreet UniversityAvenue 210 145 ‐65

Campbell FirstStreet CampbellAvenue 42 38 ‐4

Gilroy MontereyStreet 5thStreet 3 2 ‐1

LosAltos 2ndStreet MainStreet 57 21 ‐36

Sunnyvale SuburbanResidential

WolfeRoad InvernessWay 44 36 ‐8

SanJose WhiteRoad MaburyRoad 11 30 19

SanJose MacabeeRoad CrossgatesLane 3 0 ‐3

Cupertino BlaneyAvenue RodriguesAvenue 39 20 ‐19

MorganHill RuralResidential HillRoad MainStreet 10 8 ‐2

LosAltosHills PurisimaRoad ConcepcionRoad 43 17 ‐26

Saratoga PierceRoad ComerDrive 0 0 0

SanJose OfficeParks N.FirstStreet SkyportDrive 7 3 ‐4

7


Table7.1:BicycleCountsatTwentyIntersectionsLocation LandUseTypology N/SStreet E/WStreet 2014 2016 Difference

SantaClara BowersAvenue ScottBoulevard* 56 83 27

Sunnyvale MaryAvenue MaudeAvenue 61 324 263

Sunnyvale BorregasAvenue JavaDrive 20 19 ‐1

SanJose Commercial,Commercial‐IndustrialCorridors

LelandAvenue SanCarlosStreet 88 60 ‐28

Sunnyvale HalfordAvenue ElCaminoReal 40 28 ‐12

SanJose 7thStreet PhelanAvenue 32 21 ‐11

SanJose LosGatosBoulevard BlossomHillRoad 74 30 ‐44

*CMPCountLocation

Table7.2:PedestrianCountsatTwentyIntersectionsLocation LandUseTypology N/SStreet E/WStreet 2014 2016 Difference

SanJose Downtown 3rdStreet SantaClaraStreet 4,885 4,031 ‐854

PaloAlto BryantStreet UniversityAvenue 9,904 8,383 ‐1,521

Campbell FirstStreet CampbellAvenue 3,467 3,631 164

Gilroy MontereyStreet 5thStreet 1,061 1,235 174

LosAltos 2ndStreet MainStreet 3,879 3,886 7

Sunnyvale SuburbanResidential

WolfeRoad InvernessWay 190 106 ‐84

SanJose WhiteRoad MaburyRoad 108 81 ‐27

SanJose MacabeeRoad CrossgatesLane 33 106 73

Cupertino BlaneyAvenue RodriguesAvenue 425 336 ‐89

MorganHill RuralResidential HillRoad MainStreet 2 12 10

LosAltosHills PurisimaRoad ConcepcionRoad 68 58 ‐10

Saratoga PierceRoad ComerDrive 22 4 ‐18

SanJose OfficeParks N.FirstStreet SkyportDrive 588 546 ‐42

SantaClara BowersAvenue ScottBoulevard* 134 584 450

Sunnyvale MaryAvenue MaudeAvenue 307 1,918 1,611

Sunnyvale BorregasAvenue JavaDrive 833 748 ‐85

SanJose Commercial,Commercial‐IndustrialCorridors

LelandAvenue SanCarlosStreet 993 928 ‐65

Sunnyvale HalfordAvenue ElCaminoReal 1,048 828 ‐220

SanJose 7thStreet PhelanAvenue 109 191 82

SanJose LosGatosBoulevard BlossomHillRoad 426 371 ‐55

*CMPCountLocation

Figure7.1and7.2showhowbicycleandpedestriancountsatthesetwentyintersectionschangeforthreepeakperiodsduringtheday.Inmostoftheselocations,pedestriancountsareinhighestrateatmiddaypeak(probablyduringlunchtime)whilebicyclecountsareinthehighestrateduringpeakmorningandafternoon(probablycommutetime).


Figure7.1LinechartofAM,midday,andPMbicyclecountsattwentyintersections

Figure7.2LinechartofAM,midday,andPMpedestriancountsattwentyintersections


Bicycle and Pedestrian Counts at CMP Intersections CountMethodologyBicyclistsandpedestrianswerecountedperstandardtrafficdatacollectionmethods.Allbicycleturningmovementswererecorded,thereforebicyclecountsrepresentthetruenumberofbicycliststraversinganintersectionduringthedatacollectionperiod.Pedestrianswerecountedastheycrossedeachlegoftheintersection.Thismethodologyisusefulwhenestimatingpedestrianriskatanintersection,butitdoesnotreflectthetruenumberofpedestriansatanintersection.Pedestriansthatdonotcrossthestreetarenotincludedinthecount,andpedestriansthatcrossmorethanonelegofanintersectionarecountedmorethanonce.Therefore,thecountdatamayeitherunder‐oroverestimatethenumberofpedestriansatanintersection.Inthefuture,VTAwilldevelopcorrectionfactorsforselectedintersectionstoprovideabetterestimateofpedestrianactivitylevelsatspecificlocations.

CountTimesThebicycleandpedestriancountdatawerecollectedatthe236CMPintersectionsduringthepeakafternoontimeonaweekdayonSeptemberorOctober2016.Thepeakafternooncommuteperiodwasdefinedaseither4:00‐6:00or4:30‐6:30p.m.

BicycleCountsAnalysisatCMPIntersectionsFigure7.3showsthebicyclecountdatacollectedin2016during2hourspeakafternoonperiod.Overall,fewerbicyclistswerecountedin2016thanin2014.TotalbicyclecountsatCMPintersectionsin2014was9,219.In2016,atotalof6,291bikeswerecountedatCMPintersectionsduringthe2‐hourspeakafternoonperiod,whichisadecreasefrom2014.The16CMPintersectionsthatwerenotcountedin2016areexcludedfromthisanalysis;therefore,thedecreaseinbicyclecountsat236countedintersectionsin2016isequalto23%.However,thechangevariesthroughoutthecounty,withsomelocationsseeinganincrease,someseeingadecrease,andsomeseeingnochange.Thehighestbicyclecountduringthepeakafternoonhourwas448inPaloAlto,attheintersectionofElCaminoRealandPalmDrive.Thehighestbicyclecountduringthepeakafternoonhourin2014was486atthesamelocation.Comparedto2014,thehighestincreaseinafternoonpeakhourbicyclecountswas66attwolocations:intersectionofHwy237andGreatAmericaParkwayinSanJose(AccesstoBayTrail)andintersectionofDeAnzaBoulevardandHomesteadRoadinCupertino.Thelargestbicyclecountdecreasefrom2014was139,inLosAltos,attheintersectionofFoothillExpresswayandMagdalenaAvenue/SpringerRoad.Largefluctuationincountscanbeduetoavarietyoffactors,includingspecialevents,schoolschedule,ormajorlandusechanges.


PedestrianCountsAnalysisatCMPIntersectionsFigure7.4showsthepedestriancountdatacollectedin2016.Themapshowspedestriancountsduring2‐hourspeakafternoonperiod.Overall,morepedestrianswerecountedin2016thanin2014.Totalpedestriancountsat252CMPintersectionsin2014was17,431.The16CMPintersectionsthatwerenotcountedin2016areexcludedfromthisanalysis.In2016,atotalof17,234pedestrianswerecountedatCMPintersectionsduringthe2‐hourspeakafternoonperiod,whichisanincreasefrom2014;thisincreaseisequalto5.5%.However,thelocationbylocationchangevariesthroughoutthecounty,withsomelocationsseeinganincrease,someseeingadecrease,andsomeseeingnochange.Thehighestpedestriancountduringthepeakafternoonhourwas561inMountainView,attheintersectionofCastroStreet/MoffettBoulevardandCentralExpressway.Thesecondhighestpedestriancountduringpeakafternoonhourwas540inSanJose,attheintersectionofEastSantaClaraandMarketStreet.

Comparedto2014,thehighestincreaseinafternoonpeakhourpedestriancountswas278inSanJose,attheintersectionofMontereyHwy/FirstStandAlmaAvenue.Thesecondhighestincreaseinafternoonpeakhourpedestriancountswas271inSanJose,attheintersectionofEastSanCarlosandAlmadenBoulevard.Thelargestpedestriancountdecreasefrom2014was154,inMountainView,attheintersectionofElCaminoRealandSanAntonioRoad.

Figure7.3BicyclecountsatCMPintersectionsduring2‐hourpeakafternoontime


Figure7.4PedestriancountsatCMPintersectionsduring2‐hourpeakafternoontime


MULTIMODAL IMPROVEMENT PLANS

Background TheCMPlegislationrequiresMemberAgenciestoprepareDeficiencyPlanswhenCMPfacilitieslocatedwithintheirjurisdictionexceedtheCMPtrafficLOSstandard,orwhenaproject’sTransportationImpactAnalysisindicatesthataviolationoftheLOSstandardisexpectedtooccur.Inthe2013CongestionManagementProgram,VTAadoptedtheterm“MultimodalImprovementPlan(MIP)”for“DeficiencyPlan”asdefinedinstatestatutes.PriortoAugust2013,VTAusedtheterm“DeficiencyPlan,”sothistermstilloccursintheBoard‐adoptedVTADeficiencyPlanRequirementsaswellastwoDeficiencyPlansthathavebeenpreparedbycitiesinSantaClaraCounty.

MultimodalImprovementPlansidentifyoffsettingmeasurestoimprovetransportationconditionsontheCMPsysteminlieuofmakingphysicaltrafficcapacityimprovementssuchaswideninganintersectionorroadway.PerCMPlegislation,eachMultimodalImprovementPlanmustincludeimplementationofallfeasibleandapplicableactionsinthe“DeficiencyActionItemList,”whichisfoundinVTA'sDeficiencyPlanRequirements.TwoMemberAgenciesinSantaClaraCountycurrentlyhaveadoptedDeficiencyPlans:SunnyvalehasacitywideDeficiencyPlan,andSanJoséhasaDeficiencyPlanforNorthSanJosé.

Implementation Status Reports VTA’sDeficiencyPlanRequirementsspecifythatMemberAgencieswithDeficiencyPlansmustsubmitaDeficiencyPlanImplementationStatusReportaspartofthemonitoringandconformanceprocessfortheCMP.ThesereportsareintendedtodescribetheprogressontheimplementationofalltheimprovementsandactionsinaDeficiencyPlan.ThestatusreportsaretobebasedontheImplementationMonitoringProgramcontainedintheDeficiencyPlan.Inadditiontothestatusreportprovidedforeachaction,theMemberAgencymustincludeafinancialreportonDeficiencyPlanimplementation.

WhiletheSunnyvaleandNorthSanJoséDeficiencyPlanswereadoptedin2005and2006,respectively,thisisonlythesecondyearinwhichVTAenforcedtherequirementforthesecitiestosubmitImplementationStatusReports(thefirstyearwas2011).PartoftheimpetustorequestreportswerethattheeconomicclimatehasimprovedrecentlyandnewdevelopmentisnowoccurringinbothDeficiencyPlanareas.VTAworkedwithSunnyvaleandSanJoséstafftotrytomaketheStatusReportsasusefulaspossible,whileminimizingMemberAgencystafftimerequirements.TheintentofthereportingprocessistoprovidecurrentinformationtoVTAaswellasneighboringcitiesandotherstakeholdersonactionsthatarebeingimplementedthroughexistingMIPsinSantaClaraCounty.

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BothSunnyvaleandSanJosésubmittedreportsduringthismonitoringcycle,whichprovideasummaryofthecity’sprogressontheimplementationoftheactionsintheirMIPs.Thesereportscoverprogressduringtheperiodfromadoption(2005/2006)throughthe2016Monitoringcycle;Sunnyvale’sstatusreportincludesactivitiesthroughFebruary2016,whileSanJosé’sstatusreportextendstoJune2016.Futurestatusreportswillincludeabriefsectionatthestarthighlightingwhatisnewsincethepreviousyear’sreport.AcopyofthetwoDeficiencyPlanImplementationStatusReportsisincludedinanappendixtothisMonitoringandConformanceReport.

SunnyvaleCitywideMIP‐2016ImplementationStatusReportHighlights:

Thefollowingarekeyhighlightsofthe2016ImplementationStatusReportfortheCityofSunnyvale’scitywideMIP:

ThisMIPcoverstheentireCityofSunnyvale,anareathatcontains14CMPintersections.AnticipateddevelopmentinSunnyvale(notedintheoriginalDeficiencyPlandocument)includesbuild‐outoftheSunnyvaleGeneralPlan;developmentoftheMoffettParkSpecificPlan;residentialintensificationintheFairOaksarea;andresidentialintensificationinDowntown.

TheImplementationStatusReportnotesthatatrafficimpactfeewasimplementedinSunnyvalein2004.(ThisfeepredatedtheDeficiencyPlanandcoversmoreitemsthanjusttheDeficiencyPlanimprovements).Thetrafficimpactfeehasbeenreviewedandupdatedannuallysincethen.TheStatusReportliststhefundingsourcesfortheDeficiencyPlanactionsandshowsthatavarietyofsourceshavebeenusedtofundactionstodate,includingtrafficimpactfees,gastaxrevenues,theCity’sGeneralFund,developercontributions,andseveralgrantfundingsources.

TheCityreportsprogressinmakingimprovementstoseveralCMPintersectionsthatwereidentifiedintheMIPashavingpotentialfuturedeficiencies.TheactionsalsoincludeworkontheMaryAvenueextension,whichhascompleteditsPSR/PR,completionofconceptualengineering,andhasbeguntheEnvironmentalphase.

TheImplementationStatusReportnotesthattheCityhasmadesignificantprogressonimplementationofnon‐autooff‐settingactions.Accomplishmentsincludeadditionofbikelanesonmanyroadwaysbetween2005and2016(includingMaryAvebetweenFremontAveandEvelynAve.andothers);completionofconceptualdesignforbikelanesonotherroadways(includingMaryAvenueandJavaDrive);MaryAvebetweenEvelynAveandMaudeAveiscurrentlyunderdesign.Sharrowinstallationforbikeshavebeencompletedatvariousroutes.BernardoAvenueBike/PedCaltrainUndercrossingprojecthadconceptualdesignandfeasibilityanalysiscompletedin2004.RFPforenvironmentalreviewandpreliminaryconceptdesigntobereleasedinearly2017.Italsoincludestravellaneremovaltoprovidebikelanes,various


locations,includingEvelynAve.,FairOaksAve.toStewartDrive,andMaryAve.betweenFremontAve.andElCaminoReal.

TheCityreportsprogressinimplementinganumberofpoliciesandactionscalledforintheDeficiencyPlantoimprovetransportation&landuseintegration,andmanagetraveldemandfromnewdevelopment.TheseincludeanupdatedPrecisePlanforElCaminoRealthatiscurrentlyunderwayandretitledasElCaminoRealCorridorSpecificPlanandEIR.ThedocumentwillguidethedevelopmentofElCaminoRealwithinSunnyvaletobemoreinlinewithcompletestreetspolicy;MoffettParkSpecificPlanimplementationhasresultedintransit‐friendlyzoningandconstructionofmultipletransit‐orientedhigherdensityClassAoffice/campusfacilitiesalongtheTasmanWestlightrailline;OrdinancetoAmendMunicipalCodetoenhanceTDMProgramwhichincludesmonitoringandpenaltyfeesestablishedifownerisnotmeetingtripreductionrequirements;implementingFARbonusesformeetinggreenbuildingrequirementsmustprovideTDMreductionstothelevelofFARbeforethebonusisfactoredin;andupdatedsidewalkstandards.

NorthSanJoséDeficiencyPlan‐2016ImplementationStatusReportHighlights:

Thefollowingarekeyhighlightsofthe2016ImplementationStatusReportfortheNorthSanJoséDeficiencyPlan:

ThisDeficiencyPlanaccompaniestheNorthSanJoséDevelopmentPolicy,whichprovidesfordevelopmentofupto26.7millionsquarefeetofindustrialuse,1.7millionsquarefeetofretailuse,and32,000residentialunits.Theplanneddevelopmentisbrokenintofourphases,withone‐fourthofthedevelopmentaccommodatedineachphase.

TheImplementationStatusReportnotesthatsinceFiscalYear2008,approximately$45.43millionintrafficimpactfeeshasbeencollectedfordevelopmentintheNorthSanJoséarea;$19.10millionofthiswascollectedinFiscalYears2015‐16.ThereportstatesthatthemainexpenditurefromthefeescollectedtodatehasbeenonCMPIntersectionImprovements–inparticular,improvementsatCityintersectionsatMontagueExpressway.Duringthisreportingperiod,sixprojectsintheDeficiencyPlanareawerelistedasbeingcompleted.OtherprojectsintheDeficiencyPlanhavebeencompletedorareunderway,usingotherfundingsourcessuchasCityofSanJoséLocalfunds;Federal,state,orregionalgrantfunds;orCityofSanJoséstafftime.

TheCityreportssignificantprogressonimplementationofnon‐autooff‐settingactionsidentifiedintheMIP,primarilybicycle/pedestriantrailsandotherbicycleimprovements.TheseincludethecompletionoftheNEPAdocumentfortheGuadalupeRiverTrail,HetchHetchyParkway,CoyoteCreekTrail(SR‐237toTasman),completionoftheNorthSanJoseBikeMasterPlan,DesigncompletionofBayTrail9


and9B(nearGoldStreet,1.1milesandapedestrianbridge),andengineeringworkforseveralotherbicycleprojects.

TheImplementationStatusReportnotesthattheCityhasimplementedanumberofthepoliciescalledforintheDeficiencyPlantoimprovetransportation&landuseintegration,andmanagetraveldemandfromnewdevelopment.Theseadoptedpoliciesincludesitedesignguidelinesfornewdevelopment;numerouspoliciesthatpromotenewdevelopmentwithintransitcorridorstoencouragealternatemodesoftransportation;implementationoftwonewlandusedesignationsintheGeneralPlan,andimplementationofanewCorporateIndustrialCoreAreaalongNorthFirstStreetlightrailcorridor.

VTAstaffreviewedtheImplementationStatusReportssubmittedbythecitiesofSunnyvaleandSanJoséduringthisreportingcycle,andfoundthemtobeinconformancewiththeCMPDeficiencyPlanreportingrequirement.

Upcoming Efforts Asnotedabove,thecitiesofSunnyvaleandSanJoséhavemadesubstantialprogressinimplementingtheactionsandimprovementscalledforintheirrespectiveMultimodalImprovementPlans/DeficiencyPlans.However,anumberofactionsineachPlanhavenotyetbeenaddressed.Thismaybeduetofundingconstraints,competingcitypriorities,orthefactthatdevelopmenthasnotprogressedenoughtowarrantcertainimprovements.AstheCongestionManagementAgencyforSantaClaraCounty,VTAremainscommittedtoworkingwiththesecitiestomonitorprogressandsupporttheimplementationoftheactionsintheirMultimodalImprovementPlans/DeficiencyPlans.

Itisexpectedthatoverthenextfewyears,severaladditionalMemberAgenciesinSantaClaraCountywillneedtoprepareMultimodalImprovementPlansduetogrowththatisprojectedtoimpactCMPfacilities.Theseincludethefollowing:

CityofMountainView:InJuly2012,theCityadoptedanewGeneralPlanthroughtheyear2030.TheEIRtransportationanalysisfortheGeneralPlanfoundthattheamountofgrowthunderthePlanwouldcauseSignificantandUnavoidablecongestionimpactsonanumberofCMPfacilitiesintheCity,includingportionsofElCaminoRealandSanAntonioRoadandanumberoffreewaysegments.TheGeneralPlanincludesanarrativeandapolicystatingthattheCitydoesnotintendtowidenstreetsoraddtrafficlanesasameansofimprovingtrafficcongestion,andthattheCitywillplacesignificantfocusonstrategiesthatmanageroadwaydemandsuchasCompleteStreetspolicies,Transit‐OrientedDevelopment,andTDMprograms.VTAsupportsthisapproach,butatthetimenotedthattheCitywillneedtoprepareanMIPtoaddresstheprojecteddeficienciesidentifiedintheEIR.Followingtheadoptionofthe2030


GeneralPlan,inlate2014theCityofMountainViewadoptedthreenewPrecisePlans(forNorthBayshore,ElCaminoReal,andSanAntonioCenter)whichspecifiedtheplanningframeworkforgrowthinthesechangeareas.Inlate2015,theCitybegantheprocessofpreparingacity‐wideMIP,toaddresstheidentifiedLOSimpactsforCMPintersectionswithinMountainView.TheCityandVTAstaffhavebeencoordinatingthroughoutthisprocess,andtheCityhasnowpreparedaDraftActionListwithproposedactions,alongwiththestatus,sourcedocument,andresponsibilitynotedforeach.VTAandCitystaffarescheduledtobringanupdateonMountainView’sMIPasanInformationalitemtoseveralVTABoardCommitteesinMay2017,andfollowingthatMountainViewisplanningtocompleteitsMIPincludingdevelopinganActionPlan,implementationandfundingframework,andinter‐jurisdictionalcoordination.FollowingadoptionbytheMountainViewCityCouncil,theMIPwillbebroughttotheVTABoardforadoption.

CityofSantaClara:InJune2016,theCityapprovedtheCityPlaceSantaClaraproject,aphased,9.2million‐squarefootdevelopmentcontainingcommercialoffice,retail,hotel,andresidentialuses.TheEIRtransportationanalysisforCityPlaceanalyzed37CMPintersection;13withintheCityofSanJose,twowithintheCityofSunnyvale,and19withintheCityofSantaClara.MitigationmeasuresweredevelopedforsignificantimpactsidentifiedintheCitiesofSanJoseandSunnyvale,inaccordancewiththeexistingDeficiencyPlansinthesecities.WithintheCityofSantaClara,sevenof19intersectionscouldonlybepartiallymitigatedandwouldcontinuetooperatebelowtheacceptableLOSstandard,triggeringtherequirementforaMultimodalImprovementPlan.AspartoftheCityPlaceapproval,theCitycommittedtopreparingaMultimodalImprovementPlan.Inearly2016,theCitybegantheprocessofpreparingsevenmini‐planstoaddressthesevendeficientCMPintersections.TheCityandVTAstaffhavebeencoordinatingthroughoutthisprocess,andtheCityisdevelopingaDraftActionPlan.VTAandCitystaffarescheduledtobringanupdateonSantaClara’sMIPasanInformationalitemtoseveralVTABoardCommitteesinMay2017,andfollowingthatSantaClaraisplanningtocompleteitsMIPincludingdevelopingaDraftActionList,DraftActionPlan,implementationandfundingframework,andinter‐jurisdictionalcoordination.FollowingadoptionbytheSantaClaraCityCouncil,theMIPwillbebroughttotheVTABoardforadoption.

CityofSanJose:TheCityofSanJoseisexpectedtofinalizeseveralUrbanVillagesPlans(SantanaRow/ValleyFair,Winchester,StevensCreek,SouthBascom,WestSanCarlos)byfall2017tosetaframeworktoaccommodateanticipatedgrowthwithinthewestSanJosearea.TheCityofSanJoseexpectstransportationconditionstoalsochangewithsuchgrowth,andtherearemanyeffortsunderwaytoaddresschangingtransportationconditionsinwestSanJose.TheCityofSanJoseispreparingaWestSanJoseMultimodalTransportationImprovementPlan(WSJMTIP),whichsynthesizesandadvancesplanningeffortsinordertodevelopacomprehensiveprogramofactionsto


addressmultimodaltransportationneeds.Aspartofthiseffort,itistheCity’sintentiontocreateaMIPfullyconsistentwithCMPrequirements.ImplementationandfundingofprojectsandprogramsincludedintheWSJMTIPisexpectedtobesupportedbyanAreaDevelopmentPolicy(ADP)andassociatedimpactfeeandotherimplementationmechanismsincludedintheImplementationChaptersoftheUrbanVillagePlans.

VTAispreparedtoassistthesecities,aswellasallMemberAgencies,indevelopingMultimodalImprovementPlansthatmeettherequirementsofstatelawandhelpmanagecongestionandairqualityandprovideadditionaltransportationoptionsinSantaClaraCounty.ThedevelopmentofaMultimodalImprovementPlancanbeanopportunitytoidentifymultimodaltransportationimprovementsthatcanhelpmeetbothcityandVTACMPgoals.ItisalsoworthnotingthatduetorecentstatelegislationincludingSB375in2009andSB743CEQAreformin2013,theemphasisofMultimodalImprovementPlansincomingyearsmayshifttowardsreducingVehicle‐Miles‐Traveledandautotripgenerationinadditiontomanagingcongestion.VTAisactivelyinvolvedindiscussionsregardingtheimplementationoftheselaws,andisworkingtoeducateandassistMemberAgenciesastheyareimplemented.


CONFORMANCE FINDINGS

Theconformancefindingsforthe2016MonitoringProgramispresentedbelow.

Land Use Submission AllMemberAgencieshavecompliedwiththeCMPlandusedatarequirement.

CMP Intersections VTAmonitored242CMPintersectionsforlevelofservice.Sixintersections,PageMill/OregonExpresswayatFoothillExpressway,SanTomasExpresswayatCampbellAvenue,SR17atSanTomasExpressway/CamdenAvenue,CapitolExpresswayatAbornRoad,MontagueExpresswayatMcCarthyBlvd/O’TooleAvenueandCentralExpresswayatDeLaCruzBoulevardoperatedatLOSF.TheformerintersectionsoperatedatLOSFunderthe1991baselineconditionsandisexemptfromtheLOSstandard.Thelatterhasbeendeficientsince1996.

Rural Highways AllruralhighwaysegmentsoperatedatLOSEorbetterin2016.

Freeway Segments 93freewaysegments(95miles)operatedatLOSFduringtheAMpeakperiodand77freewaysegments(70miles)operatedatLOSFinthePMpeakperiod.Ofthese,24AMand27PMsegmentsoperatedatLOSFinthe1991baselineyearandtherefore,LOS‐exempt.Thisresultsin71deficientAMsegmentsand67deficientPMmiles.

MemberAgencieswithdeficientfreewaysegmentslocatedwithintheirjurisdictionarenotpenalizedduetotheregionalnatureoffreewaycongestion.However,theyareencouragedtoimplementstrategieslistedintheImmediateImplementationActionListfoundintheCMPDeficiencyPlanGuidelines.

Deficiency Plans CityofSunnyvaleandCityofSanJosehavecompliedwiththereportingrequirementfortheDeficiencyPlansbysubmittinganupdatedDeficiencyPlanImplementationStatusReportfor2016.

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